Foundation Foundation The Rotary 2007-2008 OUR ROTARY FOUNDATION.
Foundation Tanki_Ring Foundation
82
FOUNDATION TANKI REV. DATE BY DESCRIPTION CHECK APPR. CHECK APPR. CONTRACTOR APPROVAL COMPANY APPROVAL STATUS CODE : A = Issued for Comments – B = Issued for Approval – C = Approval TOTAL OR PARTIAL REPRODUCTION AND/OR UTILIZATION OF THIS DOCUMENT ARE FORBIDDEN WITHOUT PRIOR WRITTEN AUTHORIZTION OF THE OWNER CALCULATION Client : Contractor : Document No. : CLASS REVISION STATUS
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Transcript of Foundation Tanki_Ring Foundation
FOUNDATION TANKI
REV. DATE BY DESCRIPTION CHECK APPR. CHECK APPR.
CONTRACTOR APPROVAL
COMPANY APPROVAL
STATUS CODE : A = Issued for Comments – B = Issued for Approval – C = Approval
TOTAL OR PARTIAL REPRODUCTION AND/OR UTILIZATION OF THIS DOCUMENT ARE FORBIDDEN WITHOUT PRIOR WRITTEN AUTHORIZTION OF THE OWNER
CALCULATION
Client :
Contractor :
Document No. :
CLASS
REVISION
STATUS
REVISION CONTROL SET
REV. DATE DESCRIPTION OF REVISION
CONTENTS
1. GENERAL
1.1. Outline Project and Scope
1.2. Application Specification, Codes and Standards
1.3. Material Specification
1.4. Stability Parameter
1.4.1. Allowable Displacement
1.4.1.1. Vertical Displacement
1.4.1.2. Horizontal Displacement
1.4.2. Factor of Safety for Stability
1.5. Language
1.6. Unit Of Measurement
1.7. Computer Software
2. DESIGN CONDITION
2.1. Local Condition
2.1.1. Site Location
2.2. Design Condition
2.2.1. Design Ground Elevation
2.2.2. Design Water Elevation
2.2.3. Seismic Condition
3. FOUNDATION DESIGN
3.1. Foundation Calculation
4. DESIGN LOAD
4.1 Foundation Calculation
5. ANALYSIS DESIGN
6. ATACHMENT
1. GENERAL
1.1. Outline Project and Scope
Project :
Client :
Location : CEPU (MIDLE JAVA)
Structure : CONCRETE STRUCTURE
Foundation Type : FOUNDATION TANK
1.2. Application Specification, Codes and Standards
(1) Project Specification
: Design Specification for Civil and Structural
(2) Codes and Standards
SNI-03-2847-2002 : Tata Cara Penghitungan Struktur Beton untuk Bangunan Gedung
SNI-03-1729-2002 : Tata Cara Perencanaan Struktur Baja untuk Gedung
ASCE 7-2005 : Minimum Design Loads for Buildings and Other Structures
UBC 1997 : Uniform Building Code, Structural Engineering Design Provisions
ACI 318-2005 : Building Code Requirement for Structural Concrete
AISC-ASD 2005 : American Institute of Steel Construction 13th
(3) Reference Standard Drawing
: Standard Drawing
1.3. Material Specification
(1) Specified compressive strengths of concrete (fc’) :
fc’ = 10.5 MPa, type I cement for binding concrete or lean concrete (leveling concrete)
fc’ = 35 MPa, type I cement for upper structure, trench, concrete paving, ground slab of UAN big bag
storage and non process building
fc’ = 30 MPa, type V cement for foundation, marine structure and ground slab of process building
fc’ = 50 MPa, type V cement for PC Pile
(2) Minimum characteristic yield strength of reinforcing steel bar (fy) :
fy = 400 MPa for deform bar
fy = 240 MPa for plain bar
fy = 490 MPa for wire mesh
(3) Minimum yield strength of structural steel fy = 240 MPa
1.4. Stability Parameter
1.4.1. Allowable Displacement
1.4.1.1. Vertical Displacement
Maximum permissible deflection of beam shall be as specified in the following. L = span of beam and shall
be twice for cantilever
1. Floor beam, walkway, platform, stair : L/300
2. Floor plate : L/100
3. Grating : L/200 ( max 0.004m )
4. Equipment supporting beam : L/500
5. Trolley beam, crane track : L/700
6. Pipe Rack (pipe support) beam : L/300
7. Main roof beam and purlin : L/200
8. Cantilever : L/200 (L=2Lo)
1.4.1.2. Horizontal Displacement
Maximum permissible horizontal deflection for structures and columns shall be (H=height of structure,
h=height of one storey)
1. Pipe Rack and open structure : H/200
2. Closed and equipment structure : H/500 overall and H/300(each story)
1.4.2. Factor of Safety for Stability
1. Sliding
The ratio of resisting force due to friction to total shear is not less than 1.5
2. Overturning
The ratio of resisting moment due to dead load to overturning moment is not less than 1.5
3. Buoyancy
The ratio of total dead load of structure and soil weight above to total buoyancy is not less than 1.5
1.5. Language
All drawings, calculations and documents shall be written in English.
1.6. Unit of Measurement
Unit of measurement shall be in SI Units.
1.7. Computer Software
Applied computer software in this calculation are StaadPro and MS Excel.
2. DESIGN CONDITION
2.1. Local condition
2.1.1. Site Location
The site is located at Cepu
Description
a Ambient and site condition
Climate : Tropical
Ambient temperature range : N.A
( average ) temperature : N.A
Relative humidity : N.A
b Rainfall
Design rain intensity : N.A
c Wind
Wind direction : To North West
Design wind speed : 25 m/s
2.2. Design Condition
2.2.1. Design Ground Elevation
Elevation of finished grade, abbreviated as EL ± 0.000, equal to +3.950 above mean sea level
2.2.2. Design Water Elevation
For Design Purpose, the ground water level at the plant area was asumpted at elevation is estimated 2.0
meter below finish grade
2.2.3. Seismic Condition
In accordance with SNI 03 - 1726 - 2002, seismic zone factor for Cepu site is Zone 2 with following
parameters (refer to Civil / Structural Design Criteria of UHDE) :
Occupancy Factor : 1
Seismic Importance Factor, I : 1.50
Ao : 0.24
R : 5
Soil Type : hard soil
t 1
WR
ICV
=
3. DESIGN FOUNDATION
Top View of Tank
a. Staad Model Foundation Tank
Ring Foundation (70/100)
Plate, t:30cm
b. Plate Foundation Thickness 30 cm
c. Ring Foundation 70 cm x 100 cm
4. DESIGN LOAD
4.1 Dead Load
Dead Load : Concrete Foundation Weight = (3.14 x 8.5^2 x 0.3m x 2.4 t/m3) = 163.34 t
Tank Steel = 7.8t/m3 x 3.14 x (7.2^2 – 6.7^2)m x 12m = 2042.6 t
Ring Foundation = 147.12m x 0.7m x 1m x 2.4t/m3 = 247.16 t
4.2 Live Load
Live Load : water in the tank = Specific gravity of water x Maximum water level in the tank
= 1000kg/m3 x 12 = 12000 kg/m2 = 120 KN/m2
4.5 Pilling Reaction (1.2 DL + 1.6 LL)
Node Load Combination Fx (KN) Fy (KN) Fz (KN)
1 1 DEAD LOAD (DL) 0 443.294 0
2 LIVE LOAD (LL) 0 712.062 0
3 GENERATED ACI TABLE1 1 0 620.612 0
4 GENERATED ACI TABLE1 2 0 1671.252 0
5 GENERATED ACI TABLE1 3 0 1244.015 0
6 GENERATED ACI TABLE1 4 0 531.953 0
7 GENERATED ACI TABLE1 5 0 398.965 0
2 1 DEAD LOAD (DL) 0 309.107 0
2 LIVE LOAD (LL) 0 484.729 0
3 GENERATED ACI TABLE1 1 0 432.75 0
4 GENERATED ACI TABLE1 2 0 1146.495 0
5 GENERATED ACI TABLE1 3 0 855.658 0
6 GENERATED ACI TABLE1 4 0 370.929 0
7 GENERATED ACI TABLE1 5 0 278.197 0
3 1 DEAD LOAD (DL) 0 481.513 0
2 LIVE LOAD (LL) 0 754.049 0
3 GENERATED ACI TABLE1 1 0 674.118 0
4 GENERATED ACI TABLE1 2 0 1784.294 0
5 GENERATED ACI TABLE1 3 0 1331.864 0
6 GENERATED ACI TABLE1 4 0 577.816 0
7 GENERATED ACI TABLE1 5 0 433.362 0
4 1 DEAD LOAD (DL) 0 323.149 0
2 LIVE LOAD (LL) 0 508.787 0
3 GENERATED ACI TABLE1 1 0 452.409 0
4 GENERATED ACI TABLE1 2 0 1201.839 0
5 GENERATED ACI TABLE1 3 0 896.566 0
6 GENERATED ACI TABLE1 4 0 387.779 0
7 GENERATED ACI TABLE1 5 0 290.834 0
5 1 DEAD LOAD (DL) 0 450.27 0
2 LIVE LOAD (LL) 0 701.43 0
3 GENERATED ACI TABLE1 1 0 630.378 0
4 GENERATED ACI TABLE1 2 0 1662.613 0
5 GENERATED ACI TABLE1 3 0 1241.754 0
6 GENERATED ACI TABLE1 4 0 540.324 0
7 GENERATED ACI TABLE1 5 0 405.243 0
6 1 DEAD LOAD (DL) 0 320.121 0
2 LIVE LOAD (LL) 0 503.544 0
3 GENERATED ACI TABLE1 1 0 448.169 0
4 GENERATED ACI TABLE1 2 0 1189.815 0
5 GENERATED ACI TABLE1 3 0 887.689 0
6 GENERATED ACI TABLE1 4 0 384.145 0
7 GENERATED ACI TABLE1 5 0 288.109 0
7 1 DEAD LOAD (DL) 0 474.073 0
2 LIVE LOAD (LL) 0 741.445 0
3 GENERATED ACI TABLE1 1 0 663.703 0
4 GENERATED ACI TABLE1 2 0 1755.199 0
5 GENERATED ACI TABLE1 3 0 1310.333 0
6 GENERATED ACI TABLE1 4 0 568.888 0
7 GENERATED ACI TABLE1 5 0 426.666 0
8 1 DEAD LOAD (DL) 0 312.419 0
2 LIVE LOAD (LL) 0 490.316 0
3 GENERATED ACI TABLE1 1 0 437.387 0
4 GENERATED ACI TABLE1 2 0 1159.409 0
5 GENERATED ACI TABLE1 3 0 865.219 0
6 GENERATED ACI TABLE1 4 0 374.903 0
7 GENERATED ACI TABLE1 5 0 281.177 0
9 1 DEAD LOAD (DL) 0 455.891 0
2 LIVE LOAD (LL) 0 711.107 0
3 GENERATED ACI TABLE1 1 0 638.247 0
4 GENERATED ACI TABLE1 2 0 1684.839 0
5 GENERATED ACI TABLE1 3 0 1258.175 0
6 GENERATED ACI TABLE1 4 0 547.069 0
7 GENERATED ACI TABLE1 5 0 410.302 0
10 1 DEAD LOAD (DL) 0 311.968 0
2 LIVE LOAD (LL) 0 489.592 0
3 GENERATED ACI TABLE1 1 0 436.755 0
4 GENERATED ACI TABLE1 2 0 1157.709 0
5 GENERATED ACI TABLE1 3 0 863.953 0
6 GENERATED ACI TABLE1 4 0 374.361 0
7 GENERATED ACI TABLE1 5 0 280.771 0
11 1 DEAD LOAD (DL) 0 481.892 0
2 LIVE LOAD (LL) 0 754.898 0
3 GENERATED ACI TABLE1 1 0 674.649 0
4 GENERATED ACI TABLE1 2 0 1786.108 0
5 GENERATED ACI TABLE1 3 0 1333.169 0
6 GENERATED ACI TABLE1 4 0 578.271 0
7 GENERATED ACI TABLE1 5 0 433.703 0
12 1 DEAD LOAD (DL) 0 311.795 0
2 LIVE LOAD (LL) 0 489.366 0
3 GENERATED ACI TABLE1 1 0 436.513 0
4 GENERATED ACI TABLE1 2 0 1157.139 0
5 GENERATED ACI TABLE1 3 0 863.519 0
6 GENERATED ACI TABLE1 4 0 374.154 0
7 GENERATED ACI TABLE1 5 0 280.615 0
13 1 DEAD LOAD (DL) 0 443.212 0
2 LIVE LOAD (LL) 0 711.935 0
3 GENERATED ACI TABLE1 1 0 620.497 0
4 GENERATED ACI TABLE1 2 0 1670.951 0
5 GENERATED ACI TABLE1 3 0 1243.79 0
6 GENERATED ACI TABLE1 4 0 531.855 0
7 GENERATED ACI TABLE1 5 0 398.891 0
14 1 DEAD LOAD (DL) 0 312.062 0
2 LIVE LOAD (LL) 0 489.8 0
3 GENERATED ACI TABLE1 1 0 436.887 0
4 GENERATED ACI TABLE1 2 0 1158.156 0
5 GENERATED ACI TABLE1 3 0 864.275 0
6 GENERATED ACI TABLE1 4 0 374.475 0
7 GENERATED ACI TABLE1 5 0 280.856 0
15 1 DEAD LOAD (DL) 0 481.602 0
2 LIVE LOAD (LL) 0 754.333 0
3 GENERATED ACI TABLE1 1 0 674.242 0
4 GENERATED ACI TABLE1 2 0 1784.855 0
5 GENERATED ACI TABLE1 3 0 1332.255 0
6 GENERATED ACI TABLE1 4 0 577.922 0
7 GENERATED ACI TABLE1 5 0 433.441 0
16 1 DEAD LOAD (DL) 0 311.746 0
2 LIVE LOAD (LL) 0 489.282 0
3 GENERATED ACI TABLE1 1 0 436.445 0
4 GENERATED ACI TABLE1 2 0 1156.947 0
5 GENERATED ACI TABLE1 3 0 863.378 0
6 GENERATED ACI TABLE1 4 0 374.096 0
7 GENERATED ACI TABLE1 5 0 280.572 0
17 1 DEAD LOAD (DL) 0 794.544 0
2 LIVE LOAD (LL) 0 1306.765 0
3 GENERATED ACI TABLE1 1 0 1112.361 0
4 GENERATED ACI TABLE1 2 0 3044.277 0
5 GENERATED ACI TABLE1 3 0 2260.218 0
6 GENERATED ACI TABLE1 4 0 953.452 0
7 GENERATED ACI TABLE1 5 0 715.089 0
18 1 DEAD LOAD (DL) 0 1202.017 0
2 LIVE LOAD (LL) 0 2003.91 0
3 GENERATED ACI TABLE1 1 0 1682.824 0
4 GENERATED ACI TABLE1 2 0 4648.678 0
5 GENERATED ACI TABLE1 3 0 3446.331 0
6 GENERATED ACI TABLE1 4 0 1442.421 0
7 GENERATED ACI TABLE1 5 0 1081.816 0
19 1 DEAD LOAD (DL) 0 1202.737 0
2 LIVE LOAD (LL) 0 2005.622 0
3 GENERATED ACI TABLE1 1 0 1683.832 0
4 GENERATED ACI TABLE1 2 0 4652.279 0
5 GENERATED ACI TABLE1 3 0 3448.906 0
6 GENERATED ACI TABLE1 4 0 1443.284 0
7 GENERATED ACI TABLE1 5 0 1082.463 0
20 1 DEAD LOAD (DL) 0 1186.971 0
2 LIVE LOAD (LL) 0 1995.907 0
3 GENERATED ACI TABLE1 1 0 1661.76 0
4 GENERATED ACI TABLE1 2 0 4617.817 0
5 GENERATED ACI TABLE1 3 0 3420.272 0
6 GENERATED ACI TABLE1 4 0 1424.365 0
7 GENERATED ACI TABLE1 5 0 1068.274 0
21 1 DEAD LOAD (DL) 0 1198.327 0
2 LIVE LOAD (LL) 0 2014.951 0
3 GENERATED ACI TABLE1 1 0 1677.658 0
4 GENERATED ACI TABLE1 2 0 4661.915 0
5 GENERATED ACI TABLE1 3 0 3452.944 0
6 GENERATED ACI TABLE1 4 0 1437.993 0
7 GENERATED ACI TABLE1 5 0 1078.495 0
22 1 DEAD LOAD (DL) 0 1108.672 0
2 LIVE LOAD (LL) 0 1868.278 0
3 GENERATED ACI TABLE1 1 0 1552.14 0
4 GENERATED ACI TABLE1 2 0 4319.65 0
5 GENERATED ACI TABLE1 3 0 3198.684 0
6 GENERATED ACI TABLE1 4 0 1330.406 0
7 GENERATED ACI TABLE1 5 0 997.804 0
23 1 DEAD LOAD (DL) 0 1120.84 0
2 LIVE LOAD (LL) 0 1871.248 0
3 GENERATED ACI TABLE1 1 0 1569.176 0
4 GENERATED ACI TABLE1 2 0 4339.004 0
5 GENERATED ACI TABLE1 3 0 3216.256 0
6 GENERATED ACI TABLE1 4 0 1345.008 0
7 GENERATED ACI TABLE1 5 0 1008.756 0
24 1 DEAD LOAD (DL) 0 1115.339 0
2 LIVE LOAD (LL) 0 1861.629 0
3 GENERATED ACI TABLE1 1 0 1561.474 0
4 GENERATED ACI TABLE1 2 0 4317.013 0
5 GENERATED ACI TABLE1 3 0 3200.036 0
6 GENERATED ACI TABLE1 4 0 1338.407 0
7 GENERATED ACI TABLE1 5 0 1003.805 0
25 1 DEAD LOAD (DL) 0 1085.002 0
2 LIVE LOAD (LL) 0 1827.95 0
3 GENERATED ACI TABLE1 1 0 1519.002 0
4 GENERATED ACI TABLE1 2 0 4226.722 0
5 GENERATED ACI TABLE1 3 0 3129.952 0
6 GENERATED ACI TABLE1 4 0 1302.002 0
7 GENERATED ACI TABLE1 5 0 976.501 0
5. ANALYSIS DESIGN FOUNDATION
5.1 Design Reinforcemen Foundation View-Y (1.2 DL + 1.6 LL)
5.2 Design Reinforcemen Foundation View-X (1.2 DL + 1.6 LL)
5.3 Calculation of Reinforcement
ATTACHMENT
204. CODE ACI
205. CLB 0.04 ALL
206. CLS 0.04 ALL
207. CLT 0.04 ALL
208. FC 30000 ALL
209. FYMAIN 400000 ALL
210. MAXMAIN 25 ALL
211. MINMAIN 12 ALL
212. TRACK 0 ALL
213. DESIGN BEAM 1 TO 37 39 41 43 45 58 60 63 65 68 70 84 88 91 92 94 101 110 112
-
214. 114 115 118 122 136 140 143 144 146 153 162 164 166 167 170 174 189 190 193 -
215. 197 200 205 216 218 220 221 224 232 234 255 257 259 262 264 266 281 283 287 -
216. 289 290 295 298 312 314 318 320 321 326 329 344 346 352 353 356 358 362 367
STAAD SPACE -- PAGE NO. 29
==================================================================
===
BEAM NO. 1 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 825. YES NO
B E A M N O. 1 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 1 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 1J____________________ 1658X 700X 1000_____________________ 45J____
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STAAD SPACE -- PAGE NO. 30
==================================================================
===
BEAM NO. 2 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 2 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 2 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 2J____________________ 1658X 700X 1000_____________________ 43J____
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|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 31
==================================================================
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BEAM NO. 3 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 687. YES NO
B E A M N O. 3 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 3 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 3 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 3J____________________ 1658X 700X 1000_____________________ 34J____
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|12No16 H 939. 0.TO 687 |
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|12No16 H 61. 0.TO 1658 |
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|__________________________________________________________________________
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_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
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|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 32
==================================================================
===
BEAM NO. 4 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 4 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 4 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 4J____________________ 1658X 700X 1000_____________________ 28J____
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|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 33
==================================================================
===
BEAM NO. 5 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 687. YES NO
B E A M N O. 5 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 5 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 5 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 5J____________________ 1658X 700X 1000_____________________ 113J____
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|12No16 H 939. 0.TO 687 |
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|__________________________________________________________________________
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_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
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| | | | | | | | | | | |
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|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 34
==================================================================
===
BEAM NO. 6 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 6 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 6 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 6 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 6J____________________ 1658X 700X 1000_____________________ 109J____
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|12No16 H 61. 0.TO 1658 |
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|__________________________________________________________________________
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_________ _________ _________ _________ _________ _________
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|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 35
==================================================================
===
BEAM NO. 7 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 687. YES NO
B E A M N O. 7 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 7 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 7 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 7J____________________ 1658X 700X 1000_____________________ 99J____
||============================== |
|12No16 H 939. 0.TO 687 |
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|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 36
==================================================================
===
BEAM NO. 8 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 8 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 8 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 8 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 8J____________________ 1658X 700X 1000_____________________ 94J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 37
==================================================================
===
BEAM NO. 9 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 825. YES NO
B E A M N O. 9 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 9 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 9 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 9J____________________ 1658X 700X 1000_____________________ 80J____
||==================================== |
|12No16 H 939. 0.TO 825 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 38
==================================================================
===
BEAM NO. 10 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 10 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 10 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 10 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 10J____________________ 1658X 700X 1000_____________________ 85J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 39
==================================================================
===
BEAM NO. 11 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 687. YES NO
B E A M N O. 11 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 11 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 11 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 11J____________________ 1658X 700X 1000_____________________ 73J____
||============================== |
|12No16 H 939. 0.TO 687 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 40
==================================================================
===
BEAM NO. 12 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 12 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 12 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 12 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 12J____________________ 1658X 700X 1000_____________________ 76J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 41
==================================================================
===
BEAM NO. 13 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 825. YES NO
B E A M N O. 13 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 13 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 13 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 13J____________________ 1658X 700X 1000_____________________ 58J____
||==================================== |
|12No16 H 939. 0.TO 825 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 42
==================================================================
===
BEAM NO. 14 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 14 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 14 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 14 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 14J____________________ 1658X 700X 1000_____________________ 63J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 43
==================================================================
===
BEAM NO. 15 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 0. 687. YES NO
B E A M N O. 15 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 15 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 15 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 15J____________________ 1658X 700X 1000_____________________ 51J____
||============================== |
|12No16 H 939. 0.TO 687 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 44
==================================================================
===
BEAM NO. 16 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 16 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 16 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 16 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 16J____________________ 1658X 700X 1000_____________________ 54J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 45
==================================================================
===
BEAM NO. 17 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 63. 12 - 20MM 0. 1062. YES YES
B E A M N O. 17 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 17 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 17 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 5J____________________ 1062X 700X 1000_____________________ 108J____
| |
| |
| |
| |
| |
|12No20 H 63. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 46
==================================================================
===
BEAM NO. 18 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 7 - 25MM 0. 1062. YES YES
B E A M N O. 18 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 18 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 18 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 9J____________________ 1062X 700X 1000_____________________ 93J____
| |
| |
| |
| |
| |
| 7No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 47
==================================================================
===
BEAM NO. 19 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 356. 1062. NO YES
2 939. 12 - 16MM 0. 1062. YES YES
B E A M N O. 19 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 19 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 19 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 17J____________________ 1062X 700X 1000_____________________ 154J____
||=================================================================
========||
|12No16 H 939. 0.TO 1062 |
| |
| |
| |
| 12No16 H 61. 356.TO 1062 |
| ==================================================||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 48
==================================================================
===
BEAM NO. 20 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 445. 1062. NO YES
2 939. 12 - 16MM 0. 1062. YES YES
B E A M N O. 20 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 20 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 20 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 17J____________________ 1062X 700X 1000_____________________ 141J____
||=================================================================
========||
|12No16 H 939. 0.TO 1062 |
| |
| |
| |
| 12No16 H 61. 445.TO 1062 |
| ============================================||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 49
==================================================================
===
BEAM NO. 21 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 63. 12 - 20MM 0. 1062. YES YES
B E A M N O. 21 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 21 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 21 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 7J____________________ 1062X 700X 1000_____________________ 110J____
| |
| |
| |
| |
| |
|12No20 H 63. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 50
==================================================================
===
BEAM NO. 22 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 63. 12 - 20MM 0. 1062. YES YES
B E A M N O. 22 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 22 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 22 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 15J____________________ 1062X 700X 1000_____________________ 62J____
| |
| |
| |
| |
| |
|12No20 H 63. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 51
==================================================================
===
BEAM NO. 23 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 63. 12 - 20MM 0. 1062. YES YES
B E A M N O. 23 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 23 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 23 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 11J____________________ 1062X 700X 1000_____________________ 84J____
| |
| |
| |
| |
| |
|12No20 H 63. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 52
==================================================================
===
BEAM NO. 24 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 7 - 25MM 0. 1062. YES YES
B E A M N O. 24 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 24 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 24 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 3J____________________ 1062X 700X 1000_____________________ 44J____
| |
| |
| |
| |
| |
| 7No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 53
==================================================================
===
BEAM NO. 25 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 937. 12 - 20MM 0. 1062. YES YES
B E A M N O. 25 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 25 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 25 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 18J____________________ 1062X 700X 1000_____________________ 174J____
||=================================================================
========||
|12No20 H 937. 0.TO 1062 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 54
==================================================================
===
BEAM NO. 26 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 937. 12 - 20MM 0. 1062. YES YES
B E A M N O. 26 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 26 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 26 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 19J____________________ 1062X 700X 1000_____________________ 169J____
||=================================================================
========||
|12No20 H 937. 0.TO 1062 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 55
==================================================================
===
BEAM NO. 27 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 445. 1063. NO YES
2 937. 13 - 20MM 0. 1063. YES YES
B E A M N O. 27 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 27 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 27 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 20J____________________ 1062X 700X 1000_____________________ 77J____
||=================================================================
========||
|13No20 H 937. 0.TO 1063 |
| |
| |
| |
| 12No16 H 61. 445.TO 1063 |
| ============================================||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 56
==================================================================
===
BEAM NO. 28 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 445. 1063. NO YES
2 937. 13 - 20MM 0. 1063. YES YES
B E A M N O. 28 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 28 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 28 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 21J____________________ 1062X 700X 1000_____________________ 55J____
||=================================================================
========||
|13No20 H 937. 0.TO 1063 |
| |
| |
| |
| 12No16 H 61. 445.TO 1063 |
| ============================================||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 57
==================================================================
===
BEAM NO. 29 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 29 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 29 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 29 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 19J____________________ 813X 700X 1000_____________________ 168J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 58
==================================================================
===
BEAM NO. 30 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 937. 10 - 20MM 0. 813. YES YES
B E A M N O. 30 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 30 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 30 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 22J____________________ 813X 700X 1000_____________________ 163J____
||=================================================================
========||
|10No20 H 937. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 59
==================================================================
===
BEAM NO. 31 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 31 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 31 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 31 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 18J____________________ 813X 700X 1000_____________________ 127J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 60
==================================================================
===
BEAM NO. 32 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 14 - 16MM 0. 813. YES YES
B E A M N O. 32 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 32 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 32 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 25J____________________ 813X 700X 1000_____________________ 126J____
||=================================================================
========||
|14No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 61
==================================================================
===
BEAM NO. 33 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 7 - 25MM 0. 813. YES YES
B E A M N O. 33 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 33 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 33 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 23J____________________ 813X 700X 1000_____________________ 132J____
||=================================================================
========||
| 7No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 62
==================================================================
===
BEAM NO. 34 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 6 - 25MM 0. 813. YES YES
B E A M N O. 34 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 34 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 34 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 23J____________________ 813X 700X 1000_____________________ 133J____
||=================================================================
========||
| 6No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| oooooo | | oooooo | | oooooo | | oooooo | | oooooo | | oooooo |
| 6#25 | | 6#25 | | 6#25 | | 6#25 | | 6#25 | | 6#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 63
==================================================================
===
BEAM NO. 35 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 7 - 25MM 0. 813. YES YES
B E A M N O. 35 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 35 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 35 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 24J____________________ 813X 700X 1000_____________________ 145J____
||=================================================================
========||
| 7No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 64
==================================================================
===
BEAM NO. 36 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 6 - 25MM 0. 813. YES YES
B E A M N O. 36 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 36 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 36 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 24J____________________ 813X 700X 1000_____________________ 146J____
||=================================================================
========||
| 6No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| oooooo | | oooooo | | oooooo | | oooooo | | oooooo | | oooooo |
| 6#25 | | 6#25 | | 6#25 | | 6#25 | | 6#25 | | 6#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 65
==================================================================
===
BEAM NO. 37 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1640. YES NO
2 939. 12 - 16MM 764. 1658. NO YES
B E A M N O. 37 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 37 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 37 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 28J____________________ 1658X 700X 1000_____________________ 5J____
| ========================================||
| 12No16 H 939. 764.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1640 |
||=================================================================
=========|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 66
==================================================================
===
BEAM NO. 39 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1062. YES YES
B E A M N O. 39 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 39 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 39 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 30J____________________ 1062X 700X 1000_____________________ 117J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 67
==================================================================
===
BEAM NO. 41 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 12 - 25MM 0. 1063. YES YES
B E A M N O. 41 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 41 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 41 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 32J____________________ 1062X 700X 1000_____________________ 38J____
| |
| |
| |
| |
| |
|12No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 68
==================================================================
===
BEAM NO. 43 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 735. YES NO
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 43 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 43 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 43 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 33J____________________ 813X 700X 1000_____________________ 129J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 735 |
||=================================================================
== |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 69
==================================================================
===
BEAM NO. 45 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 45 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 45 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 45 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 34J____________________ 1658X 700X 1000_____________________ 4J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 70
==================================================================
===
BEAM NO. 58 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1063. YES YES
B E A M N O. 58 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 58 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 58 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 36J____________________ 1062X 700X 1000_____________________ 53J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 71
==================================================================
===
BEAM NO. 60 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 839. YES NO
2 937. 8 - 20MM 0. 1062. YES YES
B E A M N O. 60 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 60 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 60 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 38J____________________ 1062X 700X 1000_____________________ 25J____
||=================================================================
========||
| 8No20 H 937. 0.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 839 |
||===========================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo |
| 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 72
==================================================================
===
BEAM NO. 63 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 63 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 63 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 63 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 42J____________________ 813X 700X 1000_____________________ 121J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 73
==================================================================
===
BEAM NO. 65 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 65 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 65 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 65 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 43J____________________ 1658X 700X 1000_____________________ 3J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 74
==================================================================
===
BEAM NO. 68 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1062. YES YES
B E A M N O. 68 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 68 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 68 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 44J____________________ 1062X 700X 1000_____________________ 32J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 75
==================================================================
===
BEAM NO. 70 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 70 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 70 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 70 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 45J____________________ 1658X 700X 1000_____________________ 2J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 76
==================================================================
===
BEAM NO. 84 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1063. YES YES
B E A M N O. 84 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 84 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 84 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 47J____________________ 1062X 700X 1000_____________________ 64J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 77
==================================================================
===
BEAM NO. 88 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 88 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 88 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 88 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 51J____________________ 1658X 700X 1000_____________________ 16J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 78
==================================================================
===
BEAM NO. 91 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 7 - 25MM 0. 1062. YES YES
B E A M N O. 91 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 91 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 91 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 53J____________________ 1062X 700X 1000_____________________ 1J____
| |
| |
| |
| |
| |
| 7No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 79
==================================================================
===
BEAM NO. 92 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 92 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 92 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 92 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 54J____________________ 1658X 700X 1000_____________________ 1J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 80
==================================================================
===
BEAM NO. 94 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1062. YES YES
B E A M N O. 94 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 94 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 94 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 55J____________________ 1062X 700X 1000_____________________ 36J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 81
==================================================================
===
BEAM NO. 101 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 27. 813. NO YES
B E A M N O. 101 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 101 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 101 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 56J____________________ 813X 700X 1000_____________________ 139J____
|
==================================================================
=======||
| 12No16 H 939. 27.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 82
==================================================================
===
BEAM NO. 110 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 110 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 110 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 110 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 58J____________________ 1658X 700X 1000_____________________ 14J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 83
==================================================================
===
BEAM NO. 112 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1063. YES YES
B E A M N O. 112 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 112 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 112 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 59J____________________ 1062X 700X 1000_____________________ 75J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 84
==================================================================
===
BEAM NO. 114 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1062. YES YES
B E A M N O. 114 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 114 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 114 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 62J____________________ 1062X 700X 1000_____________________ 47J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 85
==================================================================
===
BEAM NO. 115 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 115 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 115 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 115 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 63J____________________ 1658X 700X 1000_____________________ 15J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 86
==================================================================
===
BEAM NO. 118 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 839. YES NO
2 937. 8 - 20MM 0. 1062. YES YES
B E A M N O. 118 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 118 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 118 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 64J____________________ 1062X 700X 1000_____________________ 23J____
||=================================================================
========||
| 8No20 H 937. 0.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 839 |
||===========================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo |
| 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 87
==================================================================
===
BEAM NO. 122 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 27. 813. NO YES
B E A M N O. 122 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 122 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 122 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 66J____________________ 813X 700X 1000_____________________ 137J____
|
==================================================================
=======||
| 12No16 H 939. 27.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 88
==================================================================
===
BEAM NO. 136 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1063. YES YES
B E A M N O. 136 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 136 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 136 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 69J____________________ 1062X 700X 1000_____________________ 86J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 89
==================================================================
===
BEAM NO. 140 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 140 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 140 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 140 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 73J____________________ 1658X 700X 1000_____________________ 12J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 90
==================================================================
===
BEAM NO. 143 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 7 - 25MM 0. 1062. YES YES
B E A M N O. 143 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 143 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 143 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 75J____________________ 1062X 700X 1000_____________________ 13J____
| |
| |
| |
| |
| |
| 7No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 91
==================================================================
===
BEAM NO. 144 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 144 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 144 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 144 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 76J____________________ 1658X 700X 1000_____________________ 13J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 92
==================================================================
===
BEAM NO. 146 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1062. YES YES
B E A M N O. 146 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 146 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 146 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 77J____________________ 1062X 700X 1000_____________________ 59J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 93
==================================================================
===
BEAM NO. 153 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 27. 813. NO YES
B E A M N O. 153 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 153 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 153 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 78J____________________ 813X 700X 1000_____________________ 152J____
|
==================================================================
=======||
| 12No16 H 939. 27.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 94
==================================================================
===
BEAM NO. 162 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 162 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 162 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 162 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 80J____________________ 1658X 700X 1000_____________________ 10J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 95
==================================================================
===
BEAM NO. 164 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1062. YES YES
B E A M N O. 164 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 164 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 164 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 81J____________________ 1062X 700X 1000_____________________ 97J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 96
==================================================================
===
BEAM NO. 166 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1062. YES YES
B E A M N O. 166 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 166 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 166 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 84J____________________ 1062X 700X 1000_____________________ 69J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 97
==================================================================
===
BEAM NO. 167 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 167 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 167 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 167 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 85J____________________ 1658X 700X 1000_____________________ 11J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 98
==================================================================
===
BEAM NO. 170 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 839. YES NO
2 937. 8 - 20MM 0. 1062. YES YES
B E A M N O. 170 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 170 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 170 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 86J____________________ 1062X 700X 1000_____________________ 24J____
||=================================================================
========||
| 8No20 H 937. 0.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 839 |
||===========================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo |
| 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 | | 8#20 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 99
==================================================================
===
BEAM NO. 174 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 174 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 174 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 174 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 88J____________________ 813X 700X 1000_____________________ 150J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 100
==================================================================
===
BEAM NO. 189 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1063. YES YES
B E A M N O. 189 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 189 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 189 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 93J____________________ 1062X 700X 1000_____________________ 81J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 101
==================================================================
===
BEAM NO. 190 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 190 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 190 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 190 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 94J____________________ 1658X 700X 1000_____________________ 9J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 102
==================================================================
===
BEAM NO. 193 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 574. YES NO
2 937. 13 - 20MM 0. 1063. YES YES
B E A M N O. 193 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 193 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 193 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 97J____________________ 1062X 700X 1000_____________________ 19J____
||=================================================================
========||
|13No20 H 937. 0.TO 1063 |
| |
| |
| |
|12No16 H 61. 0.TO 574 |
||======================================== |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 103
==================================================================
===
BEAM NO. 197 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1062. YES YES
B E A M N O. 197 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 197 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 197 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 98J____________________ 1062X 700X 1000_____________________ 118J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
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| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 104
==================================================================
===
BEAM NO. 200 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 200 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 200 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 200 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 99J____________________ 1658X 700X 1000_____________________ 8J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 105
==================================================================
===
BEAM NO. 205 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 803. YES NO
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 205 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 205 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 205 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 100J____________________ 813X 700X 1000_____________________ 175J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 803 |
||=================================================================
=========|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 106
==================================================================
===
BEAM NO. 216 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 95. 813. NO YES
B E A M N O. 216 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 216 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 216 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 106J____________________ 813X 700X 1000_____________________ 173J____
|
==================================================================
=||
| 12No16 H 939. 95.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 107
==================================================================
===
BEAM NO. 218 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 10 - 25MM 0. 1063. YES YES
B E A M N O. 218 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 218 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 218 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 108J____________________ 1062X 700X 1000_____________________ 30J____
| |
| |
| |
| |
| |
|10No25 H 65. 0.TO 1063 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 108
==================================================================
===
BEAM NO. 220 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
2 939. 12 - 16MM 902. 1658. NO YES
B E A M N O. 220 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 220 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 220 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 109J____________________ 1658X 700X 1000_____________________ 7J____
| ==================================||
| 12No16 H 939. 902.TO 1658 |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 109
==================================================================
===
BEAM NO. 221 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 65. 11 - 25MM 0. 1062. YES YES
B E A M N O. 221 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 221 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 221 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 110J____________________ 1062X 700X 1000_____________________ 98J____
| |
| |
| |
| |
| |
|11No25 H 65. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 110
==================================================================
===
BEAM NO. 224 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1658. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1658. YES YES
B E A M N O. 224 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 224 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 224 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 113J____________________ 1658X 700X 1000_____________________ 6J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1658 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 111
==================================================================
===
BEAM NO. 232 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 574. YES NO
2 935. 9 - 25MM 0. 1063. YES YES
B E A M N O. 232 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 232 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 232 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 117J____________________ 1062X 700X 1000_____________________ 18J____
||=================================================================
========||
| 9No25 H 935. 0.TO 1063 |
| |
| |
| |
|12No16 H 61. 0.TO 574 |
||======================================== |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| 9#25 | | 9#25 | | 9#25 | | 9#25 | | 9#25 | | 9#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 112
==================================================================
===
BEAM NO. 234 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1063. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 839. YES NO
2 939. 14 - 16MM 0. 1063. YES YES
B E A M N O. 234 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 234 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 234 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 118J____________________ 1062X 700X 1000_____________________ 22J____
||=================================================================
========||
|14No16 H 939. 0.TO 1063 |
| |
| |
| |
|12No16 H 61. 0.TO 839 |
||===========================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 113
==================================================================
===
BEAM NO. 255 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 255 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 255 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 255 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 121J____________________ 813X 700X 1000_____________________ 21J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 114
==================================================================
===
BEAM NO. 257 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1062. YES YES
B E A M N O. 257 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 257 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 257 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 123J____________________ 1062X 700X 1000_____________________ 160J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 115
==================================================================
===
BEAM NO. 259 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 928. YES NO
2 939. 12 - 16MM 27. 1062. NO YES
B E A M N O. 259 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 259 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 259 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 124J____________________ 1062X 700X 1000_____________________ 138J____
|==================================================================
========||
|12No16 H 939. 27.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 928 |
||=================================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 116
==================================================================
===
BEAM NO. 262 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 262 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 262 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 262 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 126J____________________ 813X 700X 1000_____________________ 42J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 117
==================================================================
===
BEAM NO. 264 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 264 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 264 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 264 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 127J____________________ 813X 700X 1000_____________________ 33J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 118
==================================================================
===
BEAM NO. 266 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 7 - 25MM 0. 813. YES YES
B E A M N O. 266 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 266 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 266 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 129J____________________ 813X 700X 1000_____________________ 25J____
||=================================================================
========||
| 7No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 119
==================================================================
===
BEAM NO. 281 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 281 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 281 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 281 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 132J____________________ 813X 700X 1000_____________________ 56J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 120
==================================================================
===
BEAM NO. 283 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 283 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 283 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 283 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 133J____________________ 813X 700X 1000_____________________ 66J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 121
==================================================================
===
BEAM NO. 287 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 287 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 287 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 287 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 137J____________________ 813X 700X 1000_____________________ 20J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 122
==================================================================
===
BEAM NO. 289 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 8 - 25MM 0. 1062. YES
YES B E A M N O. 289 D E S I G N
R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START
OF MEMBER 289 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR
AND TORSION NOT PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF
MEMBER 289 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR
AND TORSION NOT PERFORMED.
___ 138J____________________ 1062X 700X
1000_____________________ 21J____
||================================
================================
=========||
| 8No25 H 935. 0.TO 1062 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo |
| 8#25 | | 8#25 | | 8#25 | | 8#25 | | 8#25 | | 8#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 123
==================================================================
===
BEAM NO. 290 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 290 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 290 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 290 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 139J____________________ 813X 700X 1000_____________________ 21J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 124
==================================================================
===
BEAM NO. 295 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1062. YES YES
B E A M N O. 295 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 295 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 295 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 141J____________________ 1062X 700X 1000_____________________ 124J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 125
==================================================================
===
BEAM NO. 298 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 928. YES NO
2 939. 12 - 16MM 27. 1062. NO YES
B E A M N O. 298 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 298 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 298 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 142J____________________ 1062X 700X 1000_____________________ 151J____
|==================================================================
========||
|12No16 H 939. 27.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 928 |
||=================================================================
|
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 126
==================================================================
===
BEAM NO. 312 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 44. 813. NO YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 312 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 312 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 312 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 145J____________________ 813X 700X 1000_____________________ 78J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| 12No16 H 61. 44.TO 813 |
|
==================================================================
=====||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 127
==================================================================
===
BEAM NO. 314 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 314 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 314 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 314 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 146J____________________ 813X 700X 1000_____________________ 88J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 128
==================================================================
===
BEAM NO. 318 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 318 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 318 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 318 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 150J____________________ 813X 700X 1000_____________________ 19J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 129
==================================================================
===
BEAM NO. 320 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 8 - 25MM 0. 1062. YES YES
B E A M N O. 320 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 320 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 320 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 151J____________________ 1062X 700X 1000_____________________ 20J____
||=================================================================
========||
| 8No25 H 935. 0.TO 1062 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo | |oooooooo |
| 8#25 | | 8#25 | | 8#25 | | 8#25 | | 8#25 | | 8#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 130
==================================================================
===
BEAM NO. 321 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 321 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 321 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 321 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 152J____________________ 813X 700X 1000_____________________ 20J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 131
==================================================================
===
BEAM NO. 326 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1062. YES YES
B E A M N O. 326 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 326 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 326 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 154J____________________ 1062X 700X 1000_____________________ 142J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 132
==================================================================
===
BEAM NO. 329 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 1062. YES YES
B E A M N O. 329 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 329 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 329 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 155J____________________ 1062X 700X 1000_____________________ 177J____
| |
| |
| |
| |
| |
|12No16 H 61. 0.TO 1062 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 133
==================================================================
===
BEAM NO. 344 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 574. YES NO
2 939. 12 - 16MM 0. 1062. YES YES
B E A M N O. 344 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 344 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 344 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 160J____________________ 1062X 700X 1000_____________________ 17J____
||=================================================================
========||
|12No16 H 939. 0.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 574 |
||======================================== |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 134
==================================================================
===
BEAM NO. 346 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 346 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 346 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 346 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 163J____________________ 813X 700X 1000_____________________ 106J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 135
==================================================================
===
BEAM NO. 352 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 813. YES YES
2 939. 12 - 16MM 0. 684. YES NO
B E A M N O. 352 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 352 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 352 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 168J____________________ 813X 700X 1000_____________________ 100J____
||==============================================================
|
|12No16 H 939. 0.TO 684 |
| |
| |
| |
|12No16 H 61. 0.TO 813 |
||=================================================================
========||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 136
==================================================================
===
BEAM NO. 353 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 90. 1062. NO YES
2 939. 12 - 16MM 0. 992. YES NO
B E A M N O. 353 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 353 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 353 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 169J____________________ 1062X 700X 1000_____________________ 155J____
||=================================================================
==== |
|12No16 H 939. 0.TO 992 |
| |
| |
| |
| 12No16 H 61. 90.TO 1062 |
|
==================================================================
===||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 137
==================================================================
===
BEAM NO. 356 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 939. 12 - 16MM 0. 813. YES YES
B E A M N O. 356 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 356 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 356 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 173J____________________ 813X 700X 1000_____________________ 18J____
||=================================================================
========||
|12No16 H 939. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 138
==================================================================
===
BEAM NO. 358 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 90. 1062. NO YES
2 939. 12 - 16MM 0. 992. YES NO
B E A M N O. 358 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 358 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 358 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 174J____________________ 1062X 700X 1000_____________________ 123J____
||=================================================================
==== |
|12No16 H 939. 0.TO 992 |
| |
| |
| |
| 12No16 H 61. 90.TO 1062 |
|
==================================================================
===||
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 139
==================================================================
===
BEAM NO. 362 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 813. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 935. 7 - 25MM 0. 813. YES YES
B E A M N O. 362 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 362 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 362 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 175J____________________ 813X 700X 1000_____________________ 22J____
||=================================================================
========||
| 7No25 H 935. 0.TO 813 |
| |
| |
| |
| |
| |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
| ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo | | ooooooo |
| 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 | | 7#25 |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
STAAD SPACE -- PAGE NO. 140
==================================================================
===
BEAM NO. 367 DESIGN RESULTS - FLEXURE PER CODE ACI 318-05
LEN - 1062. MM FY - 400. FC - 30. MPA, SIZE - 700. X 1000. MMS
LEVEL HEIGHT BAR INFO FROM TO ANCHOR
(MM) (MM) (MM) STA END
_____________________________________________________________________
1 61. 12 - 16MM 0. 662. YES NO
2 939. 12 - 16MM 0. 1062. YES YES
B E A M N O. 367 D E S I G N R E S U L T S - SHEAR
** LOCATION FOR DESIGN FOR SHEAR AT START OF MEMBER 367 IS
BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
** LOCATION FOR DESIGN FOR SHEAR AT END OF MEMBER 367 IS BEYOND
THE MIDPOINT OF MEMBER. DESIGN FOR SHEAR AND TORSION NOT
PERFORMED.
___ 177J____________________ 1062X 700X 1000_____________________ 17J____
||=================================================================
========||
|12No16 H 939. 0.TO 1062 |
| |
| |
| |
|12No16 H 61. 0.TO 662 |
||============================================== |
|__________________________________________________________________________
_|
_________ _________ _________ _________ _________ _________
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo|
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
| | | | | | | | | | | |
|ooooooooo| |ooooooooo| |ooooooooo| |ooooooooo| | | | |
|_________| |_________| |_________| |_________| |_________| |_________|
********************END OF BEAM DESIGN**************************
217. DESIGN ELEMENT 38 40 42 44 46 TO 57 59 61 62 64 66 67 69 71 TO 83 85 TO 87
-
218. 89 90 93 95 TO 100 102 TO 109 111 113 116 117 119 TO 121 123 TO 135 -
219. 137 TO 139 141 142 145 147 TO 152 154 TO 161 163 165 168 169 171 TO 173 175 -
220. 176 TO 188 191 192 194 TO 196 198 199 201 TO 204 206 TO 215 217 219 222 223 -
221. 225 TO 231 233 235 TO 254 256 258 260 261 263 265 267 TO 280 282 284 TO 286 -
222. 288 291 TO 294 296 297 299 TO 311 313 315 TO 317 319 322 TO 325 327 328 330 -
STAAD SPACE -- PAGE NO. 141
223. 331 TO 343 345 347 TO 351 354 355 357 359 TO 361 363 TO 366 368 TO 392
STAAD SPACE -- PAGE NO. 142
ELEMENT DESIGN SUMMARY
----------------------
ELEMENT LONG. REINF MOM-X /LOAD TRANS. REINF MOM-Y /LOAD
(SQ.MM/MM) (KN-MM/MM) (SQ.MM/MM) (KN-MM/MM)
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
38 BOTT: Longitudinal direction - Only minimum steel required.
38 TOP : Transverse direction - Only minimum steel required.
38 BOTT: Transverse direction - Only minimum steel required.
38 TOP : 1.049 92.70 / 4 0.600 45.22 / 4
BOTT: 0.600 0.00 / 0 0.600 0.00 / 0
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
40 TOP : Longitudinal direction - Only minimum steel required.
40 BOTT: Longitudinal direction - Only minimum steel required.
40 BOTT: Transverse direction - Only minimum steel required.
40 TOP : 0.600 12.26 / 4 1.079 90.34 / 4
BOTT: 0.600 0.00 / 0 0.600 0.00 / 0
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
42 TOP : Longitudinal direction - Only minimum steel required.
42 TOP : Transverse direction - Only minimum steel required.
42 BOTT: Transverse direction - Only minimum steel required.
42 TOP : 0.600 0.00 / 4 0.600 14.41 / 4
BOTT: 0.669 59.81 / 4 0.600 0.00 / 0
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
44 TOP : Longitudinal direction - Only minimum steel required.
44 BOTT: Longitudinal direction - Only minimum steel required.
44 TOP : Transverse direction - Only minimum steel required.
44 BOTT: Transverse direction - Only minimum steel required.
44 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 47.20 / 4 0.600 17.28 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
46 TOP : Longitudinal direction - Only minimum steel required.
46 BOTT: Longitudinal direction - Only minimum steel required.
46 TOP : Transverse direction - Only minimum steel required.
46 BOTT: Transverse direction - Only minimum steel required.
46 TOP : 0.600 44.32 / 4 0.600 19.03 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
47 TOP : Longitudinal direction - Only minimum steel required.
47 BOTT: Longitudinal direction - Only minimum steel required.
47 TOP : Transverse direction - Only minimum steel required.
47 BOTT: Transverse direction - Only minimum steel required.
47 TOP : 0.600 0.06 / 3 0.600 15.96 / 4
BOTT: 0.600 0.69 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
48 TOP : Longitudinal direction - Only minimum steel required.
48 BOTT: Longitudinal direction - Only minimum steel required.
48 TOP : Transverse direction - Only minimum steel required.
48 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 143
48 TOP : 0.600 41.27 / 4 0.600 19.74 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
49 BOTT: Longitudinal direction - Only minimum steel required.
49 BOTT: Transverse direction - Only minimum steel required.
49 TOP : 2.028 173.55 / 4 1.092 91.36 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
50 BOTT: Longitudinal direction - Only minimum steel required.
50 TOP : Transverse direction - Only minimum steel required.
50 BOTT: Transverse direction - Only minimum steel required.
50 TOP : 1.153 101.49 / 4 0.600 0.26 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
51 TOP : Longitudinal direction - Only minimum steel required.
51 BOTT: Longitudinal direction - Only minimum steel required.
51 TOP : Transverse direction - Only minimum steel required.
51 TOP : 0.600 36.77 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.663 56.25 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
52 TOP : Longitudinal direction - Only minimum steel required.
52 BOTT: Longitudinal direction - Only minimum steel required.
52 TOP : Transverse direction - Only minimum steel required.
52 BOTT: Transverse direction - Only minimum steel required.
52 TOP : 0.600 0.00 / 4 0.600 7.66 / 4
BOTT: 0.600 28.62 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
53 TOP : Longitudinal direction - Only minimum steel required.
53 BOTT: Longitudinal direction - Only minimum steel required.
53 TOP : Transverse direction - Only minimum steel required.
53 BOTT: Transverse direction - Only minimum steel required.
53 TOP : 0.600 0.00 / 4 0.600 11.40 / 4
BOTT: 0.600 36.03 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
54 TOP : Longitudinal direction - Only minimum steel required.
54 BOTT: Longitudinal direction - Only minimum steel required.
54 TOP : Transverse direction - Only minimum steel required.
54 BOTT: Transverse direction - Only minimum steel required.
54 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 29.50 / 4 0.600 41.13 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
55 BOTT: Longitudinal direction - Only minimum steel required.
55 BOTT: Transverse direction - Only minimum steel required.
55 TOP : 1.504 130.92 / 4 1.942 157.84 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
56 TOP : Longitudinal direction - Only minimum steel required.
56 BOTT: Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 144
56 BOTT: Transverse direction - Only minimum steel required.
56 TOP : 0.600 28.36 / 4 1.396 115.60 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
57 TOP : Longitudinal direction - Only minimum steel required.
57 BOTT: Longitudinal direction - Only minimum steel required.
57 TOP : Transverse direction - Only minimum steel required.
57 BOTT: Transverse direction - Only minimum steel required.
57 TOP : 0.600 1.37 / 4 0.600 9.00 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
59 TOP : Longitudinal direction - Only minimum steel required.
59 BOTT: Longitudinal direction - Only minimum steel required.
59 TOP : Transverse direction - Only minimum steel required.
59 BOTT: Transverse direction - Only minimum steel required.
59 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 10.77 / 4 0.600 33.44 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
61 TOP : Longitudinal direction - Only minimum steel required.
61 BOTT: Longitudinal direction - Only minimum steel required.
61 TOP : Transverse direction - Only minimum steel required.
61 BOTT: Transverse direction - Only minimum steel required.
61 TOP : 0.600 0.00 / 4 0.600 38.33 / 4
BOTT: 0.600 34.06 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
62 BOTT: Longitudinal direction - Only minimum steel required.
62 TOP : Transverse direction - Only minimum steel required.
62 BOTT: Transverse direction - Only minimum steel required.
62 TOP : 0.829 73.77 / 4 0.600 36.08 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
64 TOP : Longitudinal direction - Only minimum steel required.
64 BOTT: Longitudinal direction - Only minimum steel required.
64 TOP : Transverse direction - Only minimum steel required.
64 BOTT: Transverse direction - Only minimum steel required.
64 TOP : 0.600 48.36 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 48.46 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
66 BOTT: Longitudinal direction - Only minimum steel required.
66 TOP : Transverse direction - Only minimum steel required.
66 BOTT: Transverse direction - Only minimum steel required.
66 TOP : 1.135 100.00 / 4 0.600 28.54 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
67 TOP : Longitudinal direction - Only minimum steel required.
67 BOTT: Longitudinal direction - Only minimum steel required.
67 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 145
67 TOP : 0.600 10.15 / 4 1.141 95.33 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
69 TOP : Longitudinal direction - Only minimum steel required.
69 BOTT: Longitudinal direction - Only minimum steel required.
69 TOP : Transverse direction - Only minimum steel required.
69 BOTT: Transverse direction - Only minimum steel required.
69 TOP : 0.600 0.00 / 4 0.600 38.90 / 4
BOTT: 0.600 6.29 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
71 TOP : Longitudinal direction - Only minimum steel required.
71 BOTT: Longitudinal direction - Only minimum steel required.
71 TOP : Transverse direction - Only minimum steel required.
71 BOTT: Transverse direction - Only minimum steel required.
71 TOP : 0.600 4.68 / 4 0.600 16.20 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
72 TOP : Longitudinal direction - Only minimum steel required.
72 TOP : Transverse direction - Only minimum steel required.
72 BOTT: Transverse direction - Only minimum steel required.
72 TOP : 0.600 0.00 / 4 0.600 30.09 / 4
BOTT: 1.087 95.95 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
73 TOP : Longitudinal direction - Only minimum steel required.
73 BOTT: Longitudinal direction - Only minimum steel required.
73 TOP : Transverse direction - Only minimum steel required.
73 BOTT: Transverse direction - Only minimum steel required.
73 TOP : 0.600 26.21 / 4 0.600 22.96 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
74 TOP : Longitudinal direction - Only minimum steel required.
74 BOTT: Longitudinal direction - Only minimum steel required.
74 TOP : Transverse direction - Only minimum steel required.
74 BOTT: Transverse direction - Only minimum steel required.
74 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 33.56 / 4 0.600 32.78 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
75 BOTT: Longitudinal direction - Only minimum steel required.
75 BOTT: Transverse direction - Only minimum steel required.
75 TOP : 1.153 101.55 / 4 0.888 74.77 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
76 TOP : Longitudinal direction - Only minimum steel required.
76 TOP : Transverse direction - Only minimum steel required.
76 BOTT: Transverse direction - Only minimum steel required.
76 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.644 57.66 / 4 0.600 19.55 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
STAAD SPACE -- PAGE NO. 146
77 BOTT: Longitudinal direction - Only minimum steel required.
77 BOTT: Transverse direction - Only minimum steel required.
77 TOP : 1.551 134.82 / 4 1.471 121.51 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
78 TOP : Longitudinal direction - Only minimum steel required.
78 TOP : Transverse direction - Only minimum steel required.
78 BOTT: Transverse direction - Only minimum steel required.
78 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.057 93.40 / 4 0.600 9.16 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
79 TOP : Longitudinal direction - Only minimum steel required.
79 BOTT: Longitudinal direction - Only minimum steel required.
79 TOP : Transverse direction - Only minimum steel required.
79 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 43.51 / 4 1.106 92.51 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
80 TOP : Longitudinal direction - Only minimum steel required.
80 BOTT: Longitudinal direction - Only minimum steel required.
80 TOP : Transverse direction - Only minimum steel required.
80 BOTT: Transverse direction - Only minimum steel required.
80 TOP : 0.600 13.05 / 4 0.600 27.95 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
81 BOTT: Longitudinal direction - Only minimum steel required.
81 BOTT: Transverse direction - Only minimum steel required.
81 TOP : 1.810 156.03 / 4 1.334 110.67 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
82 TOP : Longitudinal direction - Only minimum steel required.
82 BOTT: Longitudinal direction - Only minimum steel required.
82 TOP : Transverse direction - Only minimum steel required.
82 BOTT: Transverse direction - Only minimum steel required.
82 TOP : 0.600 0.00 / 4 0.600 28.62 / 4
BOTT: 0.600 18.64 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
83 TOP : Longitudinal direction - Only minimum steel required.
83 BOTT: Longitudinal direction - Only minimum steel required.
83 TOP : Transverse direction - Only minimum steel required.
83 BOTT: Transverse direction - Only minimum steel required.
83 TOP : 0.600 38.15 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 10.91 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
85 TOP : Longitudinal direction - Only minimum steel required.
85 BOTT: Longitudinal direction - Only minimum steel required.
85 TOP : Transverse direction - Only minimum steel required.
85 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 147
85 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 4.96 / 4 0.600 20.61 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
86 TOP : Longitudinal direction - Only minimum steel required.
86 BOTT: Longitudinal direction - Only minimum steel required.
86 BOTT: Transverse direction - Only minimum steel required.
86 TOP : 0.600 13.58 / 4 1.184 98.73 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
87 BOTT: Longitudinal direction - Only minimum steel required.
87 BOTT: Transverse direction - Only minimum steel required.
87 TOP : 1.083 95.57 / 4 0.852 71.84 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
89 TOP : Longitudinal direction - Only minimum steel required.
89 BOTT: Longitudinal direction - Only minimum steel required.
89 TOP : Transverse direction - Only minimum steel required.
89 BOTT: Transverse direction - Only minimum steel required.
89 TOP : 0.600 5.41 / 4 0.600 16.55 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
90 BOTT: Longitudinal direction - Only minimum steel required.
90 TOP : Transverse direction - Only minimum steel required.
90 BOTT: Transverse direction - Only minimum steel required.
90 TOP : 0.844 75.09 / 4 0.600 35.72 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
93 TOP : Longitudinal direction - Only minimum steel required.
93 BOTT: Longitudinal direction - Only minimum steel required.
93 TOP : Transverse direction - Only minimum steel required.
93 BOTT: Transverse direction - Only minimum steel required.
93 TOP : 0.600 0.00 / 4 0.600 40.53 / 4
BOTT: 0.600 11.21 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
95 TOP : Longitudinal direction - Only minimum steel required.
95 TOP : Transverse direction - Only minimum steel required.
95 BOTT: Transverse direction - Only minimum steel required.
95 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.198 105.35 / 4 0.600 18.93 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
96 TOP : Longitudinal direction - Only minimum steel required.
96 BOTT: Longitudinal direction - Only minimum steel required.
96 TOP : Transverse direction - Only minimum steel required.
96 BOTT: Transverse direction - Only minimum steel required.
96 TOP : 0.600 0.00 / 4 0.600 29.41 / 4
BOTT: 0.600 34.90 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
97 TOP : Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 148
97 TOP : Transverse direction - Only minimum steel required.
97 BOTT: Transverse direction - Only minimum steel required.
97 TOP : 0.600 0.00 / 4 0.600 27.23 / 4
BOTT: 1.124 99.04 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
98 TOP : Longitudinal direction - Only minimum steel required.
98 BOTT: Longitudinal direction - Only minimum steel required.
98 TOP : Transverse direction - Only minimum steel required.
98 BOTT: Transverse direction - Only minimum steel required.
98 TOP : 0.600 32.18 / 4 0.600 18.15 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
99 BOTT: Longitudinal direction - Only minimum steel required.
99 TOP : Transverse direction - Only minimum steel required.
99 BOTT: Transverse direction - Only minimum steel required.
99 TOP : 1.148 101.09 / 4 0.600 25.62 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
100 TOP : Longitudinal direction - Only minimum steel required.
100 BOTT: Longitudinal direction - Only minimum steel required.
100 TOP : Transverse direction - Only minimum steel required.
100 BOTT: Transverse direction - Only minimum steel required.
100 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 42.30 / 4 0.600 41.43 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
102 TOP : Longitudinal direction - Only minimum steel required.
102 BOTT: Longitudinal direction - Only minimum steel required.
102 TOP : Transverse direction - Only minimum steel required.
102 BOTT: Transverse direction - Only minimum steel required.
102 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 51.83 / 4 0.600 29.95 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
103 BOTT: Longitudinal direction - Only minimum steel required.
103 BOTT: Transverse direction - Only minimum steel required.
103 TOP : 1.579 137.15 / 4 1.457 120.42 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
104 TOP : Longitudinal direction - Only minimum steel required.
104 BOTT: Longitudinal direction - Only minimum steel required.
104 TOP : Transverse direction - Only minimum steel required.
104 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 39.31 / 4 1.217 101.38 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
105 TOP : Longitudinal direction - Only minimum steel required.
105 BOTT: Longitudinal direction - Only minimum steel required.
105 TOP : Transverse direction - Only minimum steel required.
105 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 149
105 TOP : 0.600 46.87 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 44.16 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
106 TOP : Longitudinal direction - Only minimum steel required.
106 BOTT: Longitudinal direction - Only minimum steel required.
106 TOP : Transverse direction - Only minimum steel required.
106 BOTT: Transverse direction - Only minimum steel required.
106 TOP : 0.600 10.07 / 4 0.600 29.67 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
107 BOTT: Longitudinal direction - Only minimum steel required.
107 BOTT: Transverse direction - Only minimum steel required.
107 TOP : 1.791 154.50 / 4 1.349 111.89 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
108 TOP : Longitudinal direction - Only minimum steel required.
108 BOTT: Longitudinal direction - Only minimum steel required.
108 TOP : Transverse direction - Only minimum steel required.
108 BOTT: Transverse direction - Only minimum steel required.
108 TOP : 0.600 0.00 / 4 0.600 31.53 / 4
BOTT: 0.600 15.04 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
109 TOP : Longitudinal direction - Only minimum steel required.
109 BOTT: Longitudinal direction - Only minimum steel required.
109 TOP : Transverse direction - Only minimum steel required.
109 BOTT: Transverse direction - Only minimum steel required.
109 TOP : 0.600 35.80 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 8.50 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
111 TOP : Longitudinal direction - Only minimum steel required.
111 BOTT: Longitudinal direction - Only minimum steel required.
111 TOP : Transverse direction - Only minimum steel required.
111 BOTT: Transverse direction - Only minimum steel required.
111 TOP : 0.600 4.50 / 4 0.600 16.19 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
113 TOP : Longitudinal direction - Only minimum steel required.
113 BOTT: Longitudinal direction - Only minimum steel required.
113 BOTT: Transverse direction - Only minimum steel required.
113 TOP : 0.600 10.46 / 4 1.142 95.41 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
116 TOP : Longitudinal direction - Only minimum steel required.
116 BOTT: Longitudinal direction - Only minimum steel required.
116 TOP : Transverse direction - Only minimum steel required.
116 BOTT: Transverse direction - Only minimum steel required.
116 TOP : 0.600 0.00 / 4 0.600 40.66 / 4
BOTT: 0.600 5.32 / 4 0.600 0.00 / 4
STAAD SPACE -- PAGE NO. 150
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
117 TOP : Longitudinal direction - Only minimum steel required.
117 TOP : Transverse direction - Only minimum steel required.
117 BOTT: Transverse direction - Only minimum steel required.
117 TOP : 0.600 0.00 / 4 0.600 32.65 / 4
BOTT: 1.038 91.72 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
119 TOP : Longitudinal direction - Only minimum steel required.
119 BOTT: Longitudinal direction - Only minimum steel required.
119 TOP : Transverse direction - Only minimum steel required.
119 BOTT: Transverse direction - Only minimum steel required.
119 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 33.08 / 4 0.600 32.57 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
120 TOP : Longitudinal direction - Only minimum steel required.
120 BOTT: Longitudinal direction - Only minimum steel required.
120 TOP : Transverse direction - Only minimum steel required.
120 BOTT: Transverse direction - Only minimum steel required.
120 TOP : 0.600 0.00 / 4 0.600 42.86 / 4
BOTT: 0.600 48.81 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
121 TOP : Longitudinal direction - Only minimum steel required.
121 BOTT: Longitudinal direction - Only minimum steel required.
121 TOP : Transverse direction - Only minimum steel required.
121 BOTT: Transverse direction - Only minimum steel required.
121 TOP : 0.600 32.40 / 4 0.600 18.71 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
123 TOP : Longitudinal direction - Only minimum steel required.
123 BOTT: Longitudinal direction - Only minimum steel required.
123 TOP : Transverse direction - Only minimum steel required.
123 BOTT: Transverse direction - Only minimum steel required.
123 TOP : 0.600 44.52 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 50.68 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
124 BOTT: Longitudinal direction - Only minimum steel required.
124 TOP : Transverse direction - Only minimum steel required.
124 BOTT: Transverse direction - Only minimum steel required.
124 TOP : 0.835 74.31 / 4 0.600 36.11 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
125 TOP : Longitudinal direction - Only minimum steel required.
125 BOTT: Longitudinal direction - Only minimum steel required.
125 TOP : Transverse direction - Only minimum steel required.
125 BOTT: Transverse direction - Only minimum steel required.
125 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 10.40 / 4 0.600 32.79 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
126 BOTT: Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 151
126 BOTT: Transverse direction - Only minimum steel required.
126 TOP : 1.132 99.71 / 4 0.867 73.12 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
127 BOTT: Longitudinal direction - Only minimum steel required.
127 TOP : Transverse direction - Only minimum steel required.
127 BOTT: Transverse direction - Only minimum steel required.
127 TOP : 1.134 99.94 / 4 0.600 28.40 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
128 TOP : Longitudinal direction - Only minimum steel required.
128 TOP : Transverse direction - Only minimum steel required.
128 BOTT: Transverse direction - Only minimum steel required.
128 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.640 57.26 / 4 0.600 21.64 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
129 BOTT: Longitudinal direction - Only minimum steel required.
129 BOTT: Transverse direction - Only minimum steel required.
129 TOP : 1.551 134.82 / 4 1.472 121.60 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
130 TOP : Longitudinal direction - Only minimum steel required.
130 TOP : Transverse direction - Only minimum steel required.
130 BOTT: Transverse direction - Only minimum steel required.
130 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.171 103.02 / 4 0.600 23.08 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
131 TOP : Longitudinal direction - Only minimum steel required.
131 BOTT: Longitudinal direction - Only minimum steel required.
131 TOP : Transverse direction - Only minimum steel required.
131 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 28.55 / 4 1.131 94.52 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
132 TOP : Longitudinal direction - Only minimum steel required.
132 BOTT: Longitudinal direction - Only minimum steel required.
132 TOP : Transverse direction - Only minimum steel required.
132 BOTT: Transverse direction - Only minimum steel required.
132 TOP : 0.600 12.62 / 4 0.600 28.26 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
133 BOTT: Longitudinal direction - Only minimum steel required.
133 BOTT: Transverse direction - Only minimum steel required.
133 TOP : 1.805 155.64 / 4 1.335 110.73 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
134 TOP : Longitudinal direction - Only minimum steel required.
134 BOTT: Longitudinal direction - Only minimum steel required.
134 TOP : Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 152
134 BOTT: Transverse direction - Only minimum steel required.
134 TOP : 0.600 0.00 / 4 0.600 28.91 / 4
BOTT: 0.600 18.62 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
135 TOP : Longitudinal direction - Only minimum steel required.
135 BOTT: Longitudinal direction - Only minimum steel required.
135 TOP : Transverse direction - Only minimum steel required.
135 BOTT: Transverse direction - Only minimum steel required.
135 TOP : 0.600 37.91 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 11.07 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
137 TOP : Longitudinal direction - Only minimum steel required.
137 BOTT: Longitudinal direction - Only minimum steel required.
137 TOP : Transverse direction - Only minimum steel required.
137 BOTT: Transverse direction - Only minimum steel required.
137 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 4.89 / 4 0.600 20.52 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
138 TOP : Longitudinal direction - Only minimum steel required.
138 BOTT: Longitudinal direction - Only minimum steel required.
138 BOTT: Transverse direction - Only minimum steel required.
138 TOP : 0.600 13.62 / 4 1.185 98.85 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
139 BOTT: Longitudinal direction - Only minimum steel required.
139 BOTT: Transverse direction - Only minimum steel required.
139 TOP : 1.084 95.68 / 4 0.850 71.69 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
141 TOP : Longitudinal direction - Only minimum steel required.
141 BOTT: Longitudinal direction - Only minimum steel required.
141 TOP : Transverse direction - Only minimum steel required.
141 BOTT: Transverse direction - Only minimum steel required.
141 TOP : 0.600 5.45 / 4 0.600 16.56 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
142 BOTT: Longitudinal direction - Only minimum steel required.
142 TOP : Transverse direction - Only minimum steel required.
142 BOTT: Transverse direction - Only minimum steel required.
142 TOP : 0.844 75.08 / 4 0.600 35.76 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
145 TOP : Longitudinal direction - Only minimum steel required.
145 BOTT: Longitudinal direction - Only minimum steel required.
145 TOP : Transverse direction - Only minimum steel required.
145 BOTT: Transverse direction - Only minimum steel required.
145 TOP : 0.600 0.00 / 4 0.600 40.50 / 4
BOTT: 0.600 11.12 / 4 0.600 0.00 / 4
STAAD SPACE -- PAGE NO. 153
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
147 TOP : Longitudinal direction - Only minimum steel required.
147 TOP : Transverse direction - Only minimum steel required.
147 BOTT: Transverse direction - Only minimum steel required.
147 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.202 105.64 / 4 0.600 18.81 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
148 TOP : Longitudinal direction - Only minimum steel required.
148 BOTT: Longitudinal direction - Only minimum steel required.
148 TOP : Transverse direction - Only minimum steel required.
148 BOTT: Transverse direction - Only minimum steel required.
148 TOP : 0.600 0.00 / 4 0.600 29.42 / 4
BOTT: 0.600 35.09 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
149 TOP : Longitudinal direction - Only minimum steel required.
149 TOP : Transverse direction - Only minimum steel required.
149 BOTT: Transverse direction - Only minimum steel required.
149 TOP : 0.600 0.00 / 4 0.600 27.22 / 4
BOTT: 1.125 99.15 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
150 TOP : Longitudinal direction - Only minimum steel required.
150 BOTT: Longitudinal direction - Only minimum steel required.
150 TOP : Transverse direction - Only minimum steel required.
150 BOTT: Transverse direction - Only minimum steel required.
150 TOP : 0.600 32.18 / 4 0.600 18.15 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
151 BOTT: Longitudinal direction - Only minimum steel required.
151 TOP : Transverse direction - Only minimum steel required.
151 BOTT: Transverse direction - Only minimum steel required.
151 TOP : 1.147 101.02 / 4 0.600 25.67 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
152 TOP : Longitudinal direction - Only minimum steel required.
152 BOTT: Longitudinal direction - Only minimum steel required.
152 TOP : Transverse direction - Only minimum steel required.
152 BOTT: Transverse direction - Only minimum steel required.
152 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 42.42 / 4 0.600 41.32 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
154 TOP : Longitudinal direction - Only minimum steel required.
154 BOTT: Longitudinal direction - Only minimum steel required.
154 TOP : Transverse direction - Only minimum steel required.
154 BOTT: Transverse direction - Only minimum steel required.
154 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 51.80 / 4 0.600 29.83 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
155 BOTT: Longitudinal direction - Only minimum steel required.
155 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 154
155 TOP : 1.580 137.26 / 4 1.457 120.42 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
156 TOP : Longitudinal direction - Only minimum steel required.
156 BOTT: Longitudinal direction - Only minimum steel required.
156 TOP : Transverse direction - Only minimum steel required.
156 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 39.37 / 4 1.222 101.74 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
157 TOP : Longitudinal direction - Only minimum steel required.
157 BOTT: Longitudinal direction - Only minimum steel required.
157 TOP : Transverse direction - Only minimum steel required.
157 BOTT: Transverse direction - Only minimum steel required.
157 TOP : 0.600 46.72 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 44.06 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
158 TOP : Longitudinal direction - Only minimum steel required.
158 BOTT: Longitudinal direction - Only minimum steel required.
158 TOP : Transverse direction - Only minimum steel required.
158 BOTT: Transverse direction - Only minimum steel required.
158 TOP : 0.600 10.13 / 4 0.600 29.70 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
159 BOTT: Longitudinal direction - Only minimum steel required.
159 BOTT: Transverse direction - Only minimum steel required.
159 TOP : 1.792 154.54 / 4 1.348 111.79 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
160 TOP : Longitudinal direction - Only minimum steel required.
160 BOTT: Longitudinal direction - Only minimum steel required.
160 TOP : Transverse direction - Only minimum steel required.
160 BOTT: Transverse direction - Only minimum steel required.
160 TOP : 0.600 0.00 / 4 0.600 31.56 / 4
BOTT: 0.600 15.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
161 TOP : Longitudinal direction - Only minimum steel required.
161 BOTT: Longitudinal direction - Only minimum steel required.
161 TOP : Transverse direction - Only minimum steel required.
161 BOTT: Transverse direction - Only minimum steel required.
161 TOP : 0.600 35.81 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 8.46 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
163 TOP : Longitudinal direction - Only minimum steel required.
163 BOTT: Longitudinal direction - Only minimum steel required.
163 TOP : Transverse direction - Only minimum steel required.
163 BOTT: Transverse direction - Only minimum steel required.
163 TOP : 0.600 4.63 / 4 0.600 16.20 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
STAAD SPACE -- PAGE NO. 155
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
165 TOP : Longitudinal direction - Only minimum steel required.
165 BOTT: Longitudinal direction - Only minimum steel required.
165 BOTT: Transverse direction - Only minimum steel required.
165 TOP : 0.600 10.19 / 4 1.140 95.25 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
168 TOP : Longitudinal direction - Only minimum steel required.
168 BOTT: Longitudinal direction - Only minimum steel required.
168 TOP : Transverse direction - Only minimum steel required.
168 BOTT: Transverse direction - Only minimum steel required.
168 TOP : 0.600 0.00 / 4 0.600 40.67 / 4
BOTT: 0.600 5.20 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
169 TOP : Longitudinal direction - Only minimum steel required.
169 TOP : Transverse direction - Only minimum steel required.
169 BOTT: Transverse direction - Only minimum steel required.
169 TOP : 0.600 0.00 / 4 0.600 32.73 / 4
BOTT: 1.036 91.55 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
171 TOP : Longitudinal direction - Only minimum steel required.
171 BOTT: Longitudinal direction - Only minimum steel required.
171 TOP : Transverse direction - Only minimum steel required.
171 BOTT: Transverse direction - Only minimum steel required.
171 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.94 / 4 0.600 32.41 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
172 TOP : Longitudinal direction - Only minimum steel required.
172 BOTT: Longitudinal direction - Only minimum steel required.
172 TOP : Transverse direction - Only minimum steel required.
172 BOTT: Transverse direction - Only minimum steel required.
172 TOP : 0.600 0.00 / 4 0.600 42.96 / 4
BOTT: 0.600 48.60 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
173 TOP : Longitudinal direction - Only minimum steel required.
173 BOTT: Longitudinal direction - Only minimum steel required.
173 TOP : Transverse direction - Only minimum steel required.
173 BOTT: Transverse direction - Only minimum steel required.
173 TOP : 0.600 32.41 / 4 0.600 18.72 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
175 TOP : Longitudinal direction - Only minimum steel required.
175 BOTT: Longitudinal direction - Only minimum steel required.
175 TOP : Transverse direction - Only minimum steel required.
175 BOTT: Transverse direction - Only minimum steel required.
175 TOP : 0.600 44.45 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 50.85 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
176 BOTT: Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 156
176 TOP : Transverse direction - Only minimum steel required.
176 BOTT: Transverse direction - Only minimum steel required.
176 TOP : 0.834 74.23 / 4 0.600 36.17 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
177 TOP : Longitudinal direction - Only minimum steel required.
177 BOTT: Longitudinal direction - Only minimum steel required.
177 TOP : Transverse direction - Only minimum steel required.
177 BOTT: Transverse direction - Only minimum steel required.
177 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 10.76 / 4 0.600 33.34 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
178 BOTT: Longitudinal direction - Only minimum steel required.
178 BOTT: Transverse direction - Only minimum steel required.
178 TOP : 1.132 99.77 / 4 0.867 73.09 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
179 BOTT: Longitudinal direction - Only minimum steel required.
179 TOP : Transverse direction - Only minimum steel required.
179 BOTT: Transverse direction - Only minimum steel required.
179 TOP : 1.134 99.90 / 4 0.600 28.49 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
180 TOP : Longitudinal direction - Only minimum steel required.
180 TOP : Transverse direction - Only minimum steel required.
180 BOTT: Transverse direction - Only minimum steel required.
180 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.646 57.82 / 4 0.600 21.77 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
181 BOTT: Longitudinal direction - Only minimum steel required.
181 BOTT: Transverse direction - Only minimum steel required.
181 TOP : 1.550 134.73 / 4 1.472 121.57 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
182 TOP : Longitudinal direction - Only minimum steel required.
182 TOP : Transverse direction - Only minimum steel required.
182 BOTT: Transverse direction - Only minimum steel required.
182 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.167 102.74 / 4 0.600 22.87 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
183 TOP : Longitudinal direction - Only minimum steel required.
183 BOTT: Longitudinal direction - Only minimum steel required.
183 TOP : Transverse direction - Only minimum steel required.
183 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 28.67 / 4 1.128 94.29 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
184 TOP : Longitudinal direction - Only minimum steel required.
184 BOTT: Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 157
184 TOP : Transverse direction - Only minimum steel required.
184 BOTT: Transverse direction - Only minimum steel required.
184 TOP : 0.600 12.71 / 4 0.600 28.26 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
185 BOTT: Longitudinal direction - Only minimum steel required.
185 BOTT: Transverse direction - Only minimum steel required.
185 TOP : 1.805 155.64 / 4 1.334 110.69 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
186 TOP : Longitudinal direction - Only minimum steel required.
186 BOTT: Longitudinal direction - Only minimum steel required.
186 TOP : Transverse direction - Only minimum steel required.
186 BOTT: Transverse direction - Only minimum steel required.
186 TOP : 0.600 0.00 / 4 0.600 28.78 / 4
BOTT: 0.600 18.59 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
187 TOP : Longitudinal direction - Only minimum steel required.
187 BOTT: Longitudinal direction - Only minimum steel required.
187 TOP : Transverse direction - Only minimum steel required.
187 BOTT: Transverse direction - Only minimum steel required.
187 TOP : 0.600 37.98 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 10.98 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
188 BOTT: Longitudinal direction - Only minimum steel required.
188 BOTT: Transverse direction - Only minimum steel required.
188 TOP : 1.079 95.26 / 4 0.853 71.93 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
191 TOP : Longitudinal direction - Only minimum steel required.
191 BOTT: Longitudinal direction - Only minimum steel required.
191 TOP : Transverse direction - Only minimum steel required.
191 BOTT: Transverse direction - Only minimum steel required.
191 TOP : 0.600 0.00 / 4 0.600 40.82 / 4
BOTT: 0.600 11.14 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
192 BOTT: Longitudinal direction - Only minimum steel required.
192 TOP : Transverse direction - Only minimum steel required.
192 BOTT: Transverse direction - Only minimum steel required.
192 TOP : 0.846 75.23 / 4 0.600 36.20 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
194 TOP : Longitudinal direction - Only minimum steel required.
194 TOP : Transverse direction - Only minimum steel required.
194 BOTT: Transverse direction - Only minimum steel required.
194 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.199 105.42 / 4 0.600 19.27 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
STAAD SPACE -- PAGE NO. 158
195 TOP : Longitudinal direction - Only minimum steel required.
195 TOP : Transverse direction - Only minimum steel required.
195 BOTT: Transverse direction - Only minimum steel required.
195 TOP : 0.600 0.00 / 4 0.600 27.38 / 4
BOTT: 1.124 99.08 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
196 TOP : Longitudinal direction - Only minimum steel required.
196 BOTT: Longitudinal direction - Only minimum steel required.
196 TOP : Transverse direction - Only minimum steel required.
196 BOTT: Transverse direction - Only minimum steel required.
196 TOP : 0.600 14.83 / 4 0.600 35.87 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
198 TOP : Longitudinal direction - Only minimum steel required.
198 BOTT: Longitudinal direction - Only minimum steel required.
198 TOP : Transverse direction - Only minimum steel required.
198 BOTT: Transverse direction - Only minimum steel required.
198 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 4.94 / 4 0.600 20.75 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
199 TOP : Longitudinal direction - Only minimum steel required.
199 BOTT: Longitudinal direction - Only minimum steel required.
199 TOP : Transverse direction - Only minimum steel required.
199 BOTT: Transverse direction - Only minimum steel required.
199 TOP : 0.600 0.00 / 4 0.600 29.32 / 4
BOTT: 0.600 35.32 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
201 TOP : Longitudinal direction - Only minimum steel required.
201 BOTT: Longitudinal direction - Only minimum steel required.
201 TOP : Transverse direction - Only minimum steel required.
201 BOTT: Transverse direction - Only minimum steel required.
201 TOP : 0.600 6.54 / 4 0.600 16.99 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
202 TOP : Longitudinal direction - Only minimum steel required.
202 BOTT: Longitudinal direction - Only minimum steel required.
202 BOTT: Transverse direction - Only minimum steel required.
202 TOP : 0.600 14.18 / 4 1.186 98.90 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
203 BOTT: Longitudinal direction - Only minimum steel required.
203 TOP : Transverse direction - Only minimum steel required.
203 BOTT: Transverse direction - Only minimum steel required.
203 TOP : 1.149 101.18 / 4 0.600 25.73 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
204 TOP : Longitudinal direction - Only minimum steel required.
204 BOTT: Longitudinal direction - Only minimum steel required.
204 TOP : Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 159
204 BOTT: Transverse direction - Only minimum steel required.
204 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 42.36 / 4 0.600 41.47 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
206 TOP : Longitudinal direction - Only minimum steel required.
206 BOTT: Longitudinal direction - Only minimum steel required.
206 TOP : Transverse direction - Only minimum steel required.
206 BOTT: Transverse direction - Only minimum steel required.
206 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 51.48 / 4 0.600 30.64 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
207 BOTT: Longitudinal direction - Only minimum steel required.
207 BOTT: Transverse direction - Only minimum steel required.
207 TOP : 1.581 137.32 / 4 1.459 120.51 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
208 TOP : Longitudinal direction - Only minimum steel required.
208 BOTT: Longitudinal direction - Only minimum steel required.
208 TOP : Transverse direction - Only minimum steel required.
208 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 40.51 / 4 1.218 101.45 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
209 TOP : Longitudinal direction - Only minimum steel required.
209 BOTT: Longitudinal direction - Only minimum steel required.
209 TOP : Transverse direction - Only minimum steel required.
209 BOTT: Transverse direction - Only minimum steel required.
209 TOP : 0.600 46.72 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 45.86 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
210 TOP : Longitudinal direction - Only minimum steel required.
210 BOTT: Longitudinal direction - Only minimum steel required.
210 TOP : Transverse direction - Only minimum steel required.
210 BOTT: Transverse direction - Only minimum steel required.
210 TOP : 0.600 10.21 / 4 0.600 30.06 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
211 BOTT: Longitudinal direction - Only minimum steel required.
211 BOTT: Transverse direction - Only minimum steel required.
211 TOP : 1.793 154.63 / 4 1.350 111.94 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
212 TOP : Longitudinal direction - Only minimum steel required.
212 BOTT: Longitudinal direction - Only minimum steel required.
212 TOP : Transverse direction - Only minimum steel required.
212 BOTT: Transverse direction - Only minimum steel required.
212 TOP : 0.600 0.00 / 4 0.600 32.75 / 4
BOTT: 0.600 13.96 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
STAAD SPACE -- PAGE NO. 160
213 TOP : Longitudinal direction - Only minimum steel required.
213 BOTT: Longitudinal direction - Only minimum steel required.
213 TOP : Transverse direction - Only minimum steel required.
213 BOTT: Transverse direction - Only minimum steel required.
213 TOP : 0.600 36.18 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 7.52 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
214 BOTT: Longitudinal direction - Only minimum steel required.
214 BOTT: Transverse direction - Only minimum steel required.
214 TOP : 0.806 71.73 / 4 1.720 140.81 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
215 TOP : Longitudinal direction - Only minimum steel required.
215 BOTT: Longitudinal direction - Only minimum steel required.
215 BOTT: Transverse direction - Only minimum steel required.
215 TOP : 0.600 0.00 / 4 0.610 51.84 / 4
BOTT: 0.600 38.43 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
217 TOP : Longitudinal direction - Only minimum steel required.
217 TOP : Transverse direction - Only minimum steel required.
217 BOTT: Transverse direction - Only minimum steel required.
217 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.994 87.99 / 4 0.600 30.14 / 4 FY: 399.997 MPA FC:
30.000 MPA COVER: 40.000 MM TH: 300.000 MM
219 TOP : Longitudinal direction - Only minimum steel required.
219 BOTT: Longitudinal direction - Only minimum steel required.
219 TOP : Transverse direction - Only minimum steel required.
219 BOTT: Transverse direction - Only minimum steel required.
219 TOP : 0.600 0.00 / 4 0.600 46.19 / 4
BOTT: 0.600 47.03 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
222 TOP : Longitudinal direction - Only minimum steel required.
222 BOTT: Longitudinal direction - Only minimum steel required.
222 TOP : Transverse direction - Only minimum steel required.
222 BOTT: Transverse direction - Only minimum steel required.
222 TOP : 0.600 15.94 / 4 0.600 38.53 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
223 BOTT: Longitudinal direction - Only minimum steel required.
223 TOP : Transverse direction - Only minimum steel required.
223 BOTT: Transverse direction - Only minimum steel required.
223 TOP : 1.604 139.16 / 4 0.600 46.05 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
225 TOP : Longitudinal direction - Only minimum steel required.
225 BOTT: Longitudinal direction - Only minimum steel required.
225 TOP : Transverse direction - Only minimum steel required.
225 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 161
225 TOP : 0.600 50.75 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 19.12 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
226 BOTT: Longitudinal direction - Only minimum steel required.
226 BOTT: Transverse direction - Only minimum steel required.
226 TOP : 1.132 99.73 / 4 0.789 66.67 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
227 BOTT: Longitudinal direction - Only minimum steel required.
227 BOTT: Transverse direction - Only minimum steel required.
227 TOP : 0.971 86.02 / 4 1.528 125.96 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
228 TOP : Longitudinal direction - Only minimum steel required.
228 BOTT: Longitudinal direction - Only minimum steel required.
228 BOTT: Transverse direction - Only minimum steel required.
228 TOP : 0.600 3.60 / 4 0.872 73.48 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
229 BOTT: Longitudinal direction - Only minimum steel required.
229 BOTT: Transverse direction - Only minimum steel required.
229 TOP : 0.940 83.35 / 4 1.526 125.77 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
230 TOP : Longitudinal direction - Only minimum steel required.
230 BOTT: Longitudinal direction - Only minimum steel required.
230 TOP : Transverse direction - Only minimum steel required.
230 BOTT: Transverse direction - Only minimum steel required.
230 TOP : 0.600 0.00 / 4 0.600 24.99 / 4
BOTT: 0.600 7.81 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
231 TOP : Longitudinal direction - Only minimum steel required.
231 TOP : Transverse direction - Only minimum steel required.
231 BOTT: Transverse direction - Only minimum steel required.
231 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.166 102.61 / 4 0.600 9.48 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
233 TOP : Longitudinal direction - Only minimum steel required.
233 BOTT: Longitudinal direction - Only minimum steel required.
233 TOP : Transverse direction - Only minimum steel required.
233 BOTT: Transverse direction - Only minimum steel required.
233 TOP : 0.600 0.00 / 4 0.600 2.19 / 4
BOTT: 0.600 3.52 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
235 TOP : Longitudinal direction - Only minimum steel required.
235 TOP : Transverse direction - Only minimum steel required.
235 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 162
235 TOP : 0.600 0.00 / 4 0.600 20.93 / 4
BOTT: 1.009 89.25 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
236 TOP : Longitudinal direction - Only minimum steel required.
236 BOTT: Longitudinal direction - Only minimum steel required.
236 TOP : Transverse direction - Only minimum steel required.
236 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 52.97 / 4 0.800 67.56 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
237 BOTT: Longitudinal direction - Only minimum steel required.
237 BOTT: Transverse direction - Only minimum steel required.
237 TOP : 1.070 94.49 / 4 1.648 135.26 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
238 TOP : Longitudinal direction - Only minimum steel required.
238 BOTT: Longitudinal direction - Only minimum steel required.
238 TOP : Transverse direction - Only minimum steel required.
238 BOTT: Transverse direction - Only minimum steel required.
238 TOP : 0.600 18.66 / 4 0.600 13.97 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
239 TOP : Longitudinal direction - Only minimum steel required.
239 BOTT: Longitudinal direction - Only minimum steel required.
239 TOP : Transverse direction - Only minimum steel required.
239 BOTT: Transverse direction - Only minimum steel required.
239 TOP : 0.600 0.00 / 4 0.600 37.41 / 4
BOTT: 0.600 36.72 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
240 BOTT: Longitudinal direction - Only minimum steel required.
240 TOP : Transverse direction - Only minimum steel required.
240 TOP : 1.157 101.85 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.654 55.53 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
241 TOP : Longitudinal direction - Only minimum steel required.
241 BOTT: Longitudinal direction - Only minimum steel required.
241 TOP : Transverse direction - Only minimum steel required.
241 BOTT: Transverse direction - Only minimum steel required.
241 TOP : 0.600 0.00 / 4 0.600 10.09 / 4
BOTT: 0.600 31.62 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
242 TOP : Longitudinal direction - Only minimum steel required.
242 BOTT: Longitudinal direction - Only minimum steel required.
242 BOTT: Transverse direction - Only minimum steel required.
242 TOP : 0.600 0.00 / 4 0.768 64.95 / 4
BOTT: 0.600 3.82 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
243 TOP : Longitudinal direction - Only minimum steel required.
243 TOP : Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 163
243 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.001 88.58 / 4 0.677 57.39 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
244 TOP : Longitudinal direction - Only minimum steel required.
244 TOP : Transverse direction - Only minimum steel required.
244 BOTT: Transverse direction - Only minimum steel required.
244 TOP : 0.600 0.00 / 4 0.600 23.75 / 4
BOTT: 0.882 78.31 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
245 TOP : Longitudinal direction - Only minimum steel required.
245 BOTT: Longitudinal direction - Only minimum steel required.
245 TOP : Transverse direction - Only minimum steel required.
245 TOP : 0.600 48.17 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.920 77.43 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
246 BOTT: Longitudinal direction - Only minimum steel required.
246 BOTT: Transverse direction - Only minimum steel required.
246 TOP : 1.581 137.30 / 4 1.299 107.91 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
247 TOP : Longitudinal direction - Only minimum steel required.
247 BOTT: Longitudinal direction - Only minimum steel required.
247 TOP : Transverse direction - Only minimum steel required.
247 BOTT: Transverse direction - Only minimum steel required.
247 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 18.58 / 4 0.600 2.39 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
248 BOTT: Longitudinal direction - Only minimum steel required.
248 BOTT: Transverse direction - Only minimum steel required.
248 TOP : 1.495 130.17 / 4 1.258 104.68 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
249 TOP : Longitudinal direction - Only minimum steel required.
249 BOTT: Longitudinal direction - Only minimum steel required.
249 TOP : Transverse direction - Only minimum steel required.
249 BOTT: Transverse direction - Only minimum steel required.
249 TOP : 0.600 0.00 / 4 0.600 10.89 / 4
BOTT: 0.600 33.95 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
250 BOTT: Longitudinal direction - Only minimum steel required.
250 BOTT: Transverse direction - Only minimum steel required.
250 TOP : 1.045 92.30 / 4 1.919 156.08 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
251 BOTT: Longitudinal direction - Only minimum steel required.
251 TOP : Transverse direction - Only minimum steel required.
251 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 164
251 TOP : 1.112 98.06 / 4 0.600 46.26 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
252 BOTT: Longitudinal direction - Only minimum steel required.
252 TOP : Transverse direction - Only minimum steel required.
252 TOP : 0.677 60.51 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.737 62.42 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
253 BOTT: Longitudinal direction - Only minimum steel required.
253 TOP : Transverse direction - Only minimum steel required.
253 BOTT: Transverse direction - Only minimum steel required.
253 TOP : 1.245 109.33 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 18.16 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
254 BOTT: Longitudinal direction - Only minimum steel required.
254 BOTT: Transverse direction - Only minimum steel required.
254 TOP : 1.259 110.45 / 4 1.431 118.38 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
256 TOP : Longitudinal direction - Only minimum steel required.
256 BOTT: Longitudinal direction - Only minimum steel required.
256 TOP : Transverse direction - Only minimum steel required.
256 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 12.08 / 4 0.608 51.72 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
258 TOP : Longitudinal direction - Only minimum steel required.
258 BOTT: Longitudinal direction - Only minimum steel required.
258 TOP : Transverse direction - Only minimum steel required.
258 BOTT: Transverse direction - Only minimum steel required.
258 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 1.38 / 4 0.600 37.32 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
260 TOP : Longitudinal direction - Only minimum steel required.
260 BOTT: Longitudinal direction - Only minimum steel required.
260 TOP : Transverse direction - Only minimum steel required.
260 BOTT: Transverse direction - Only minimum steel required.
260 TOP : 0.600 1.84 / 4 0.600 1.49 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
261 TOP : Longitudinal direction - Only minimum steel required.
261 TOP : Transverse direction - Only minimum steel required.
261 BOTT: Transverse direction - Only minimum steel required.
261 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.731 65.21 / 4 0.600 9.25 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
263 TOP : Longitudinal direction - Only minimum steel required.
263 TOP : Transverse direction - Only minimum steel required.
263 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 165
263 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.893 79.29 / 4 0.600 13.51 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
265 TOP : Longitudinal direction - Only minimum steel required.
265 TOP : Transverse direction - Only minimum steel required.
265 BOTT: Transverse direction - Only minimum steel required.
265 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.747 66.62 / 4 0.600 17.23 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
267 TOP : Longitudinal direction - Only minimum steel required.
267 TOP : Transverse direction - Only minimum steel required.
267 BOTT: Transverse direction - Only minimum steel required.
267 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.619 55.42 / 4 0.600 11.39 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
268 TOP : Longitudinal direction - Only minimum steel required.
268 BOTT: Longitudinal direction - Only minimum steel required.
268 TOP : Transverse direction - Only minimum steel required.
268 BOTT: Transverse direction - Only minimum steel required.
268 TOP : 0.600 13.13 / 4 0.600 14.91 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
269 TOP : Longitudinal direction - Only minimum steel required.
269 BOTT: Longitudinal direction - Only minimum steel required.
269 TOP : Transverse direction - Only minimum steel required.
269 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 42.51 / 4 0.690 58.48 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
270 TOP : Longitudinal direction - Only minimum steel required.
270 BOTT: Longitudinal direction - Only minimum steel required.
270 TOP : Transverse direction - Only minimum steel required.
270 BOTT: Transverse direction - Only minimum steel required.
270 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 40.98 / 4 0.600 9.83 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
271 TOP : Longitudinal direction - Only minimum steel required.
271 BOTT: Longitudinal direction - Only minimum steel required.
271 TOP : Transverse direction - Only minimum steel required.
271 BOTT: Transverse direction - Only minimum steel required.
271 TOP : 0.600 2.01 / 4 0.600 12.88 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
272 TOP : Longitudinal direction - Only minimum steel required.
272 TOP : Transverse direction - Only minimum steel required.
272 BOTT: Transverse direction - Only minimum steel required.
272 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.776 69.19 / 4 0.600 50.47 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
STAAD SPACE -- PAGE NO. 166
273 TOP : Longitudinal direction - Only minimum steel required.
273 BOTT: Longitudinal direction - Only minimum steel required.
273 TOP : Transverse direction - Only minimum steel required.
273 BOTT: Transverse direction - Only minimum steel required.
273 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 0.35 / 4 0.600 3.45 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
274 TOP : Longitudinal direction - Only minimum steel required.
274 BOTT: Longitudinal direction - Only minimum steel required.
274 TOP : Transverse direction - Only minimum steel required.
274 TOP : 0.600 1.17 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.820 69.20 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
275 TOP : Longitudinal direction - Only minimum steel required.
275 BOTT: Longitudinal direction - Only minimum steel required.
275 TOP : Transverse direction - Only minimum steel required.
275 BOTT: Transverse direction - Only minimum steel required.
275 TOP : 0.600 6.39 / 4 0.600 21.67 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
276 TOP : Longitudinal direction - Only minimum steel required.
276 BOTT: Longitudinal direction - Only minimum steel required.
276 TOP : Transverse direction - Only minimum steel required.
276 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 45.05 / 4 0.645 54.75 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
277 TOP : Longitudinal direction - Only minimum steel required.
277 BOTT: Longitudinal direction - Only minimum steel required.
277 TOP : Transverse direction - Only minimum steel required.
277 BOTT: Transverse direction - Only minimum steel required.
277 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.66 / 4 0.600 5.87 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
278 TOP : Longitudinal direction - Only minimum steel required.
278 TOP : Transverse direction - Only minimum steel required.
278 BOTT: Transverse direction - Only minimum steel required.
278 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.706 63.02 / 4 0.600 28.23 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
279 TOP : Longitudinal direction - Only minimum steel required.
279 BOTT: Longitudinal direction - Only minimum steel required.
279 TOP : Transverse direction - Only minimum steel required.
279 TOP : 0.600 11.17 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.643 54.60 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
280 TOP : Longitudinal direction - Only minimum steel required.
280 BOTT: Longitudinal direction - Only minimum steel required.
280 TOP : Transverse direction - Only minimum steel required.
280 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 167
280 TOP : 0.600 2.34 / 4 0.600 2.63 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
282 TOP : Longitudinal direction - Only minimum steel required.
282 BOTT: Longitudinal direction - Only minimum steel required.
282 TOP : Transverse direction - Only minimum steel required.
282 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 3.27 / 4 1.062 88.95 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
284 TOP : Longitudinal direction - Only minimum steel required.
284 TOP : Transverse direction - Only minimum steel required.
284 BOTT: Transverse direction - Only minimum steel required.
284 TOP : 0.600 0.00 / 4 0.600 12.31 / 4
BOTT: 0.740 66.01 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
285 TOP : Longitudinal direction - Only minimum steel required.
285 BOTT: Longitudinal direction - Only minimum steel required.
285 TOP : Transverse direction - Only minimum steel required.
285 BOTT: Transverse direction - Only minimum steel required.
285 TOP : 0.600 27.41 / 4 0.600 44.50 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
286 TOP : Longitudinal direction - Only minimum steel required.
286 BOTT: Longitudinal direction - Only minimum steel required.
286 TOP : Transverse direction - Only minimum steel required.
286 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 12.15 / 4 0.778 65.73 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
288 TOP : Longitudinal direction - Only minimum steel required.
288 TOP : Transverse direction - Only minimum steel required.
288 BOTT: Transverse direction - Only minimum steel required.
288 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.711 63.48 / 4 0.600 31.97 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
291 TOP : Longitudinal direction - Only minimum steel required.
291 BOTT: Longitudinal direction - Only minimum steel required.
291 TOP : Transverse direction - Only minimum steel required.
291 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 10.68 / 4 0.619 52.60 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
292 TOP : Longitudinal direction - Only minimum steel required.
292 BOTT: Longitudinal direction - Only minimum steel required.
292 TOP : Transverse direction - Only minimum steel required.
292 BOTT: Transverse direction - Only minimum steel required.
292 TOP : 0.600 21.35 / 4 0.600 11.92 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
293 TOP : Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 168
293 BOTT: Longitudinal direction - Only minimum steel required.
293 TOP : Transverse direction - Only minimum steel required.
293 BOTT: Transverse direction - Only minimum steel required.
293 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.38 / 4 0.600 21.77 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
294 TOP : Longitudinal direction - Only minimum steel required.
294 BOTT: Longitudinal direction - Only minimum steel required.
294 TOP : Transverse direction - Only minimum steel required.
294 BOTT: Transverse direction - Only minimum steel required.
294 TOP : 0.600 10.97 / 4 0.600 14.98 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
296 TOP : Longitudinal direction - Only minimum steel required.
296 BOTT: Longitudinal direction - Only minimum steel required.
296 TOP : Transverse direction - Only minimum steel required.
296 BOTT: Transverse direction - Only minimum steel required.
296 TOP : 0.600 0.00 / 4 0.600 8.37 / 4
BOTT: 0.600 5.59 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
297 TOP : Longitudinal direction - Only minimum steel required.
297 BOTT: Longitudinal direction - Only minimum steel required.
297 TOP : Transverse direction - Only minimum steel required.
297 BOTT: Transverse direction - Only minimum steel required.
297 TOP : 0.600 12.43 / 4 0.600 42.49 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
299 TOP : Longitudinal direction - Only minimum steel required.
299 BOTT: Longitudinal direction - Only minimum steel required.
299 TOP : Transverse direction - Only minimum steel required.
299 BOTT: Transverse direction - Only minimum steel required.
299 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 2.06 / 4 0.600 19.11 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
300 BOTT: Longitudinal direction - Only minimum steel required.
300 BOTT: Transverse direction - Only minimum steel required.
300 TOP : 0.603 54.06 / 4 0.603 51.25 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
301 TOP : Longitudinal direction - Only minimum steel required.
301 TOP : Transverse direction - Only minimum steel required.
301 BOTT: Transverse direction - Only minimum steel required.
301 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.894 79.41 / 4 0.600 21.33 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
302 TOP : Longitudinal direction - Only minimum steel required.
302 BOTT: Longitudinal direction - Only minimum steel required.
302 TOP : Transverse direction - Only minimum steel required.
302 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 169
302 TOP : 0.600 3.07 / 4 0.600 1.09 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
303 TOP : Longitudinal direction - Only minimum steel required.
303 TOP : Transverse direction - Only minimum steel required.
303 BOTT: Transverse direction - Only minimum steel required.
303 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.776 69.13 / 4 0.600 20.50 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
304 TOP : Longitudinal direction - Only minimum steel required.
304 TOP : Transverse direction - Only minimum steel required.
304 BOTT: Transverse direction - Only minimum steel required.
304 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.633 56.70 / 4 0.600 34.56 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
305 TOP : Longitudinal direction - Only minimum steel required.
305 BOTT: Longitudinal direction - Only minimum steel required.
305 TOP : Transverse direction - Only minimum steel required.
305 BOTT: Transverse direction - Only minimum steel required.
305 TOP : 0.600 16.46 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 6.34 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
306 TOP : Longitudinal direction - Only minimum steel required.
306 BOTT: Longitudinal direction - Only minimum steel required.
306 TOP : Transverse direction - Only minimum steel required.
306 BOTT: Transverse direction - Only minimum steel required.
306 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 44.49 / 4 0.600 30.54 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
307 TOP : Longitudinal direction - Only minimum steel required.
307 BOTT: Longitudinal direction - Only minimum steel required.
307 TOP : Transverse direction - Only minimum steel required.
307 BOTT: Transverse direction - Only minimum steel required.
307 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.97 / 4 0.600 2.79 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
308 TOP : Longitudinal direction - Only minimum steel required.
308 TOP : Transverse direction - Only minimum steel required.
308 BOTT: Transverse direction - Only minimum steel required.
308 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.331 116.55 / 4 0.600 48.21 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
309 TOP : Longitudinal direction - Only minimum steel required.
309 TOP : Transverse direction - Only minimum steel required.
309 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.733 65.43 / 4 1.096 91.66 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
310 TOP : Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 170
310 BOTT: Longitudinal direction - Only minimum steel required.
310 TOP : Transverse direction - Only minimum steel required.
310 BOTT: Transverse direction - Only minimum steel required.
310 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 16.75 / 4 0.600 2.85 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
311 TOP : Longitudinal direction - Only minimum steel required.
311 BOTT: Longitudinal direction - Only minimum steel required.
311 TOP : Transverse direction - Only minimum steel required.
311 BOTT: Transverse direction - Only minimum steel required.
311 TOP : 0.600 46.39 / 4 0.600 1.33 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
313 TOP : Longitudinal direction - Only minimum steel required.
313 BOTT: Longitudinal direction - Only minimum steel required.
313 TOP : Transverse direction - Only minimum steel required.
313 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 3.32 / 4 1.056 88.44 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
315 TOP : Longitudinal direction - Only minimum steel required.
315 TOP : Transverse direction - Only minimum steel required.
315 BOTT: Transverse direction - Only minimum steel required.
315 TOP : 0.600 0.00 / 4 0.600 11.85 / 4
BOTT: 0.731 65.24 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
316 TOP : Longitudinal direction - Only minimum steel required.
316 BOTT: Longitudinal direction - Only minimum steel required.
316 TOP : Transverse direction - Only minimum steel required.
316 BOTT: Transverse direction - Only minimum steel required.
316 TOP : 0.600 26.87 / 4 0.600 44.66 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
317 TOP : Longitudinal direction - Only minimum steel required.
317 BOTT: Longitudinal direction - Only minimum steel required.
317 TOP : Transverse direction - Only minimum steel required.
317 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 11.93 / 4 0.774 65.44 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
319 TOP : Longitudinal direction - Only minimum steel required.
319 TOP : Transverse direction - Only minimum steel required.
319 BOTT: Transverse direction - Only minimum steel required.
319 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.704 62.88 / 4 0.600 32.42 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
322 TOP : Longitudinal direction - Only minimum steel required.
322 BOTT: Longitudinal direction - Only minimum steel required.
322 TOP : Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 171
322 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 13.78 / 4 0.626 53.18 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
323 TOP : Longitudinal direction - Only minimum steel required.
323 BOTT: Longitudinal direction - Only minimum steel required.
323 TOP : Transverse direction - Only minimum steel required.
323 BOTT: Transverse direction - Only minimum steel required.
323 TOP : 0.600 21.10 / 4 0.600 10.85 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
324 TOP : Longitudinal direction - Only minimum steel required.
324 BOTT: Longitudinal direction - Only minimum steel required.
324 TOP : Transverse direction - Only minimum steel required.
324 BOTT: Transverse direction - Only minimum steel required.
324 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 34.09 / 4 0.600 21.68 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
325 TOP : Longitudinal direction - Only minimum steel required.
325 BOTT: Longitudinal direction - Only minimum steel required.
325 TOP : Transverse direction - Only minimum steel required.
325 BOTT: Transverse direction - Only minimum steel required.
325 TOP : 0.600 8.94 / 4 0.600 9.20 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
327 TOP : Longitudinal direction - Only minimum steel required.
327 BOTT: Longitudinal direction - Only minimum steel required.
327 TOP : Transverse direction - Only minimum steel required.
327 BOTT: Transverse direction - Only minimum steel required.
327 TOP : 0.600 0.00 / 4 0.600 9.22 / 4
BOTT: 0.600 7.54 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
328 TOP : Longitudinal direction - Only minimum steel required.
328 BOTT: Longitudinal direction - Only minimum steel required.
328 TOP : Transverse direction - Only minimum steel required.
328 BOTT: Transverse direction - Only minimum steel required.
328 TOP : 0.600 9.88 / 4 0.600 39.59 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
330 TOP : Longitudinal direction - Only minimum steel required.
330 BOTT: Longitudinal direction - Only minimum steel required.
330 TOP : Transverse direction - Only minimum steel required.
330 BOTT: Transverse direction - Only minimum steel required.
330 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 1.66 / 4 0.600 17.15 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
331 TOP : Longitudinal direction - Only minimum steel required.
331 BOTT: Longitudinal direction - Only minimum steel required.
331 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 172
331 TOP : 0.600 53.36 / 4 0.605 51.41 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
332 TOP : Longitudinal direction - Only minimum steel required.
332 TOP : Transverse direction - Only minimum steel required.
332 BOTT: Transverse direction - Only minimum steel required.
332 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.885 78.62 / 4 0.600 21.42 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
333 TOP : Longitudinal direction - Only minimum steel required.
333 BOTT: Longitudinal direction - Only minimum steel required.
333 TOP : Transverse direction - Only minimum steel required.
333 BOTT: Transverse direction - Only minimum steel required.
333 TOP : 0.600 2.69 / 4 0.600 1.14 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
334 TOP : Longitudinal direction - Only minimum steel required.
334 TOP : Transverse direction - Only minimum steel required.
334 BOTT: Transverse direction - Only minimum steel required.
334 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.772 68.80 / 4 0.600 20.31 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
335 TOP : Longitudinal direction - Only minimum steel required.
335 TOP : Transverse direction - Only minimum steel required.
335 BOTT: Transverse direction - Only minimum steel required.
335 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.629 56.36 / 4 0.600 34.43 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
336 TOP : Longitudinal direction - Only minimum steel required.
336 BOTT: Longitudinal direction - Only minimum steel required.
336 TOP : Transverse direction - Only minimum steel required.
336 BOTT: Transverse direction - Only minimum steel required.
336 TOP : 0.600 10.98 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 8.25 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
337 TOP : Longitudinal direction - Only minimum steel required.
337 BOTT: Longitudinal direction - Only minimum steel required.
337 TOP : Transverse direction - Only minimum steel required.
337 BOTT: Transverse direction - Only minimum steel required.
337 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 44.45 / 4 0.600 30.23 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
338 TOP : Longitudinal direction - Only minimum steel required.
338 BOTT: Longitudinal direction - Only minimum steel required.
338 TOP : Transverse direction - Only minimum steel required.
338 BOTT: Transverse direction - Only minimum steel required.
338 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.89 / 4 0.600 3.49 / 4
STAAD SPACE -- PAGE NO. 173
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
339 TOP : Longitudinal direction - Only minimum steel required.
339 TOP : Transverse direction - Only minimum steel required.
339 BOTT: Transverse direction - Only minimum steel required.
339 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.323 115.85 / 4 0.600 47.61 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
340 TOP : Longitudinal direction - Only minimum steel required.
340 TOP : Transverse direction - Only minimum steel required.
340 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.732 65.32 / 4 1.088 91.02 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
341 TOP : Longitudinal direction - Only minimum steel required.
341 BOTT: Longitudinal direction - Only minimum steel required.
341 TOP : Transverse direction - Only minimum steel required.
341 BOTT: Transverse direction - Only minimum steel required.
341 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 15.00 / 4 0.600 2.82 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
342 TOP : Longitudinal direction - Only minimum steel required.
342 BOTT: Longitudinal direction - Only minimum steel required.
342 TOP : Transverse direction - Only minimum steel required.
342 BOTT: Transverse direction - Only minimum steel required.
342 TOP : 0.600 45.79 / 4 0.600 1.20 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
343 TOP : Longitudinal direction - Only minimum steel required.
343 BOTT: Longitudinal direction - Only minimum steel required.
343 BOTT: Transverse direction - Only minimum steel required.
343 TOP : 0.600 49.81 / 4 0.688 58.35 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
345 TOP : Longitudinal direction - Only minimum steel required.
345 BOTT: Longitudinal direction - Only minimum steel required.
345 TOP : Transverse direction - Only minimum steel required.
345 BOTT: Transverse direction - Only minimum steel required.
345 TOP : 0.600 0.00 / 4 0.600 28.52 / 4
BOTT: 0.600 13.47 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
347 TOP : Longitudinal direction - Only minimum steel required.
347 TOP : Transverse direction - Only minimum steel required.
347 BOTT: Transverse direction - Only minimum steel required.
347 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.371 119.89 / 4 0.600 37.50 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
348 TOP : Longitudinal direction - Only minimum steel required.
348 BOTT: Longitudinal direction - Only minimum steel required.
348 TOP : Transverse direction - Only minimum steel required.
348 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 174
348 TOP : 0.600 0.00 / 4 0.600 3.30 / 4
BOTT: 0.600 5.52 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
349 TOP : Longitudinal direction - Only minimum steel required.
349 BOTT: Longitudinal direction - Only minimum steel required.
349 TOP : Transverse direction - Only minimum steel required.
349 BOTT: Transverse direction - Only minimum steel required.
349 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 26.06 / 4 0.600 15.85 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
350 TOP : Longitudinal direction - Only minimum steel required.
350 BOTT: Longitudinal direction - Only minimum steel required.
350 TOP : Transverse direction - Only minimum steel required.
350 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 0.57 / 4 0.832 70.24 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
351 TOP : Longitudinal direction - Only minimum steel required.
351 BOTT: Longitudinal direction - Only minimum steel required.
351 BOTT: Transverse direction - Only minimum steel required.
351 TOP : 0.600 38.78 / 4 0.720 60.97 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
354 TOP : Longitudinal direction - Only minimum steel required.
354 BOTT: Longitudinal direction - Only minimum steel required.
354 TOP : Transverse direction - Only minimum steel required.
354 BOTT: Transverse direction - Only minimum steel required.
354 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.51 / 4 0.600 22.04 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
355 TOP : Longitudinal direction - Only minimum steel required.
355 BOTT: Longitudinal direction - Only minimum steel required.
355 TOP : Transverse direction - Only minimum steel required.
355 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 13.41 / 4 1.466 121.11 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
357 TOP : Longitudinal direction - Only minimum steel required.
357 TOP : Transverse direction - Only minimum steel required.
357 BOTT: Transverse direction - Only minimum steel required.
357 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.817 72.75 / 4 0.600 13.19 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
359 TOP : Longitudinal direction - Only minimum steel required.
359 BOTT: Longitudinal direction - Only minimum steel required.
359 TOP : Transverse direction - Only minimum steel required.
359 BOTT: Transverse direction - Only minimum steel required.
359 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 17.82 / 4 0.600 34.68 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
STAAD SPACE -- PAGE NO. 175
360 TOP : Longitudinal direction - Only minimum steel required.
360 TOP : Transverse direction - Only minimum steel required.
360 BOTT: Transverse direction - Only minimum steel required.
360 TOP : 0.600 0.00 / 4 0.600 17.50 / 4
BOTT: 0.611 54.72 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
361 TOP : Longitudinal direction - Only minimum steel required.
361 BOTT: Longitudinal direction - Only minimum steel required.
361 TOP : Transverse direction - Only minimum steel required.
361 BOTT: Transverse direction - Only minimum steel required.
361 TOP : 0.600 14.94 / 4 0.600 31.98 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
363 TOP : Longitudinal direction - Only minimum steel required.
363 TOP : Transverse direction - Only minimum steel required.
363 BOTT: Transverse direction - Only minimum steel required.
363 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.083 95.58 / 4 0.600 32.75 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
364 TOP : Longitudinal direction - Only minimum steel required.
364 BOTT: Longitudinal direction - Only minimum steel required.
364 TOP : Transverse direction - Only minimum steel required.
364 BOTT: Transverse direction - Only minimum steel required.
364 TOP : 0.600 49.83 / 4 0.600 36.23 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
365 TOP : Longitudinal direction - Only minimum steel required.
365 BOTT: Longitudinal direction - Only minimum steel required.
365 TOP : Transverse direction - Only minimum steel required.
365 BOTT: Transverse direction - Only minimum steel required.
365 TOP : 0.600 22.88 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 13.22 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
366 TOP : Longitudinal direction - Only minimum steel required.
366 BOTT: Longitudinal direction - Only minimum steel required.
366 TOP : Transverse direction - Only minimum steel required.
366 BOTT: Transverse direction - Only minimum steel required.
366 TOP : 0.600 3.08 / 4 0.600 44.96 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
368 TOP : Longitudinal direction - Only minimum steel required.
368 BOTT: Longitudinal direction - Only minimum steel required.
368 TOP : Transverse direction - Only minimum steel required.
368 BOTT: Transverse direction - Only minimum steel required.
368 TOP : 0.600 33.76 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 25.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
369 TOP : Longitudinal direction - Only minimum steel required.
369 TOP : Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 176
369 BOTT: Transverse direction - Only minimum steel required.
369 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.601 53.85 / 4 0.600 13.67 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
370 TOP : Longitudinal direction - Only minimum steel required.
370 TOP : Transverse direction - Only minimum steel required.
370 BOTT: Transverse direction - Only minimum steel required.
370 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.834 74.18 / 4 0.600 13.12 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
371 TOP : Longitudinal direction - Only minimum steel required.
371 TOP : Transverse direction - Only minimum steel required.
371 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.086 95.86 / 4 1.039 87.06 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
372 TOP : Longitudinal direction - Only minimum steel required.
372 BOTT: Longitudinal direction - Only minimum steel required.
372 TOP : Transverse direction - Only minimum steel required.
372 BOTT: Transverse direction - Only minimum steel required.
372 TOP : 0.600 17.56 / 4 0.600 1.60 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
373 TOP : Longitudinal direction - Only minimum steel required.
373 BOTT: Longitudinal direction - Only minimum steel required.
373 TOP : Transverse direction - Only minimum steel required.
373 BOTT: Transverse direction - Only minimum steel required.
373 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 32.85 / 4 0.600 2.81 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
374 TOP : Longitudinal direction - Only minimum steel required.
374 BOTT: Longitudinal direction - Only minimum steel required.
374 TOP : Transverse direction - Only minimum steel required.
374 BOTT: Transverse direction - Only minimum steel required.
374 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 25.47 / 4 0.600 6.22 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
375 TOP : Longitudinal direction - Only minimum steel required.
375 TOP : Transverse direction - Only minimum steel required.
375 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.604 54.12 / 4 0.955 80.28 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
376 TOP : Longitudinal direction - Only minimum steel required.
376 BOTT: Longitudinal direction - Only minimum steel required.
376 TOP : Transverse direction - Only minimum steel required.
376 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 29.31 / 4 0.657 55.78 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
377 TOP : Longitudinal direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 177
377 BOTT: Longitudinal direction - Only minimum steel required.
377 TOP : Transverse direction - Only minimum steel required.
377 BOTT: Transverse direction - Only minimum steel required.
377 TOP : 0.600 0.00 / 4 0.600 43.35 / 4
BOTT: 0.600 28.48 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
378 TOP : Longitudinal direction - Only minimum steel required.
378 BOTT: Longitudinal direction - Only minimum steel required.
378 TOP : Transverse direction - Only minimum steel required.
378 BOTT: Transverse direction - Only minimum steel required.
378 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 14.28 / 4 0.600 23.89 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
379 TOP : Longitudinal direction - Only minimum steel required.
379 BOTT: Longitudinal direction - Only minimum steel required.
379 BOTT: Transverse direction - Only minimum steel required.
379 TOP : 0.600 40.37 / 4 0.710 60.19 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
380 TOP : Longitudinal direction - Only minimum steel required.
380 TOP : Transverse direction - Only minimum steel required.
380 BOTT: Transverse direction - Only minimum steel required.
380 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.623 55.81 / 4 0.600 2.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
381 TOP : Longitudinal direction - Only minimum steel required.
381 BOTT: Longitudinal direction - Only minimum steel required.
381 TOP : Transverse direction - Only minimum steel required.
381 BOTT: Transverse direction - Only minimum steel required.
381 TOP : 0.600 0.00 / 4 0.600 33.36 / 4
BOTT: 0.600 24.34 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
382 BOTT: Longitudinal direction - Only minimum steel required.
382 BOTT: Transverse direction - Only minimum steel required.
382 TOP : 0.689 61.58 / 4 0.708 59.96 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
383 TOP : Longitudinal direction - Only minimum steel required.
383 BOTT: Longitudinal direction - Only minimum steel required.
383 BOTT: Transverse direction - Only minimum steel required.
383 TOP : 0.600 38.84 / 4 0.615 52.32 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
384 TOP : Longitudinal direction - Only minimum steel required.
384 BOTT: Longitudinal direction - Only minimum steel required.
384 BOTT: Transverse direction - Only minimum steel required.
384 TOP : 0.600 45.15 / 4 0.792 66.97 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
STAAD SPACE -- PAGE NO. 178
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
385 TOP : Longitudinal direction - Only minimum steel required.
385 TOP : Transverse direction - Only minimum steel required.
385 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 1.028 90.92 / 4 0.750 63.46 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
386 TOP : Longitudinal direction - Only minimum steel required.
386 BOTT: Longitudinal direction - Only minimum steel required.
386 TOP : Transverse direction - Only minimum steel required.
386 BOTT: Transverse direction - Only minimum steel required.
386 TOP : 0.600 21.22 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 5.69 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
387 TOP : Longitudinal direction - Only minimum steel required.
387 BOTT: Longitudinal direction - Only minimum steel required.
387 TOP : Transverse direction - Only minimum steel required.
387 BOTT: Transverse direction - Only minimum steel required.
387 TOP : 0.600 0.00 / 4 0.600 0.00 / 4
BOTT: 0.600 24.23 / 4 0.600 16.59 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
388 TOP : Longitudinal direction - Only minimum steel required.
388 BOTT: Longitudinal direction - Only minimum steel required.
388 TOP : Transverse direction - Only minimum steel required.
388 BOTT: Transverse direction - Only minimum steel required.
388 TOP : 0.600 46.62 / 4 0.600 12.50 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
389 TOP : Longitudinal direction - Only minimum steel required.
389 BOTT: Longitudinal direction - Only minimum steel required.
389 TOP : Transverse direction - Only minimum steel required.
389 BOTT: Transverse direction - Only minimum steel required.
389 TOP : 0.600 5.06 / 4 0.600 0.00 / 4
BOTT: 0.600 0.00 / 4 0.600 20.74 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
390 TOP : Longitudinal direction - Only minimum steel required.
390 BOTT: Longitudinal direction - Only minimum steel required.
390 TOP : Transverse direction - Only minimum steel required.
390 BOTT: Transverse direction - Only minimum steel required.
390 TOP : 0.600 0.00 / 4 0.600 0.24 / 4
BOTT: 0.600 6.68 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
391 BOTT: Longitudinal direction - Only minimum steel required.
391 BOTT: Transverse direction - Only minimum steel required.
391 TOP : 0.610 54.68 / 4 0.602 51.17 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
FY: 399.997 MPA FC: 30.000 MPA COVER: 40.000 MM TH: 300.000 MM
392 BOTT: Longitudinal direction - Only minimum steel required.
392 BOTT: Transverse direction - Only minimum steel required.
STAAD SPACE -- PAGE NO. 179
392 TOP : 0.732 65.31 / 4 0.629 53.45 / 4
BOTT: 0.600 0.00 / 4 0.600 0.00 / 4
***************************END OF ELEMENT
DESIGN***************************
224. END CONCRETE DESIGN
225. FINISH
*********** END OF THE STAAD.Pro RUN ***********
**** DATE= MAR 18,2012 TIME= 15:17: 2 ****
************************************************************
* For questions on STAAD.Pro, please contact *
* Research Engineers Offices at the following locations *
* *
* Telephone Email *
* USA: +1 (714)974-2500 [email protected] *
* CANADA +1 (905)632-4771 [email protected] *
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