Building PT Design B 1661 L2 00
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Transcript of Building PT Design B 1661 L2 00
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eometry Unit
n Dimensions: meters Slab Thickness: mm Support Dimensions: mm
gles: degrees Elevations: mm Support Height: meters
oading and Reaction Unit
nt Force: kN Line Force: kN/m Area Force: kN/m²
- Report As Zero: 0 kN - Report As Zero: 0 kN/m - Report As Zero: 0 kN/m²
nt Moment: kN-m Line Moment: kN Area Moment: kN/m
- Report As Zero: 0 kN-m - Report As Zero: 0 kN - Report As Zero: 0 kN/m
pring and Stiffness Unit
nt Force Spring: kN/mm Line Force Spring: kN/mm² Area Force Spring: N/mm³
nt Moment Spring: kN-m/rad Line Moment Spring: kN/rad Area Moment Spring: kN/m-rad
ab Analysis Unit
rce: kN Moment: kN-m Concrete Stress: N/mm²
- Report As Zero: 0 kN - Report As Zero: 0 kN-m - Report As Zero: 0 N/mm²
rce Per Width: kN/m Moment Per Width: kN Deflection: mm- Report As Zero: 0 kN/m - Report As Zero: 0 kN - Report As Zero: 0 mm
aterials Unit
ncrete Volume: cu. m Reinforcing Area: sq. mm PT Force: kN
inforcement Weight: tonnes Tendon Profile: mm Reinforcing Stress: N/mm²
Weight: kg Cover: mm
iscellaneous Unit
or Area: sq. m Density: kg/m³ Elongations: mm
ndon Angles (for friction): radians
Units
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Positive Loads
Positive Analysis
Positive Reactions
Signs
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oncrete Mixx
ame Density (kg/m³)
Density For
Loads (kg/m³)
f'ci
(N/mm²)
f'c
(N/mm²)
fcui
(N/mm²)
fcu
(N/mm²)
Poissons
Ratio Ec Calc
User Eci
(N/mm²)
User Ec
(N/mm²)
MPa cube 2450 2450 25 40 30 50 0.2 Code 23500 29700
T Systemsstem
me Type
Aps
(sq. mm)
Eps
(N/mm²)
fse
(N/mm²)
fpy
(N/mm²)
fpu
(N/mm²)
Duct Width
(mm)
Strands
Per Duct
Min Radius
(meters)
.7mm Bonded bonded 150 195000 1100 1500 1860 75 4 1.5
T Stressing Parametersstem
me
Jacking Stress
(N/mm²)
Seating Loss
(mm)
Anchor
Friction
Wobble Friction
(1/meters)
Angular Friction
(1/radians)
Long-Term Losses
(N/mm²)
.7mm Bonded 1395 6 0.02 0.0017 0.2 100
einforcing Barsr
me
As
(sq. mm)
Es
(N/mm²)
Fy
(N/mm²) Coating
Straight
Ld/Db
90 Hook
Ld/Db
180 Hook
Ld/Db
50.2 200000 460 None Code Code Code
0 78.5 200000 460 None Code Code Code
2 113 200000 460 None Code Code Code
4 154 200000 460 None Code Code Code
6 201 200000 460 None Code Code Code
0 314 200000 460 None Code Code Code
5 491 200000 460 None Code Code Code
2 804 200000 460 None Code Code Code
SR Systems
SR System Name Stud Area (sq. mm)
Head Area (sq. mm)
Min Clear Head Spacing (mm)
Specified Stud Spacing (mm)
Fy (N/mm²)
Stud Spacing Rounding Increment (mm)
Min Studs Per Rail
System Type
0 SSR 78.5 785 15 None 420 5 2 Rail
2 SSR 113 1130 15 None 420 5 2 Rail
Materials
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ading Name Type Analysis On-Pattern Factor Off-Pattern Factor
f-Dead Loading Self-Weight Normal 1 1
lance Loading Balance Normal 1 1
perstatic Loading Hyperstatic Hyperstatic 1 1
nted LL Other Normal 1 0
mporary Construction (At Stressing) Loading Other Normal 1 0
e Loading Other Normal 1 0
her Dead Loading Other Normal 1 1
nted DL Other Normal 1 1
oadings
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l Dead LCtive Design Criteria:
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1 1
her Dead Loading 1 1
nted DL 1 1
ead + Balance LCtive Design Criteria:
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1 1
lance Loading 1 1
her Dead Loading 1 1
nted DL 1 1
nitial Service LCtive Design Criteria: Initial Service Design
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1 1
lance Loading 1.13 1.13
mporary Construction (At Stressing) Loading 1 1
ervice LC: D + (1.0 | 0.0) Ltive Design Criteria: Service Design
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1 1
lance Loading 1 1
her Dead Loading 1 1
e Loading 1 0
nted DL 1 1
nted LL 1 0
ustained Service LCtive Design Criteria: Sustained Service Design
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1 1
lance Loading 1 1
her Dead Loading 1 1
e Loading 0.5 0.5
nted DL 1 1
nted LL 0.5 0.5
oad Combinations
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actored LC: 1.4Dtive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1.4 0.9
perstatic Loading 1 1
her Dead Loading 1.4 0.9
nted DL 1.68 0.9
actored LC: 1.2D + 1.6Ltive Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 1.2 0.9
perstatic Loading 1 1
her Dead Loading 1.2 0.9
e Loading 1.6 0
nted DL 1.44 0.9
nted LL 1.92 0
T Uncracked Deflection LC (total)tive Design Criteria:
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 3 3
lance Loading 3 3
her Dead Loading 3 3
e Loading 1 1
nted DL 3 3
nted LL 1 1
T Uncracked Deflection (Incremental)tive Design Criteria:
alysis: Linear
ading Standard Factor Alt. Envelope Factor
f-Dead Loading 2 2
lance Loading 2 2
e Loading 1 1
her Dead Loading 2.5 2.5
nted DL 2.5 2.5
nted LL 1 1
oad Combinations (2)
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ode Minimum Desi
8-05 Min. Reinforcement
ser Minimum Desig
ecified Min. Reinforcement
nitial Service Desig
8-05 Initial Service Design
ervice Design
8-05 Service Design
clude detailed section analysis
ustained Service Desig
8-05 Sustained Service Design
trength Design
8-05 Strength Design
clude detailed section analysis
nching Shear Design
uctility Desig
8-05 Ductility Design
Design Rules
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ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Point Supports; Point Support Icons; Line Supports; Line Support Icons; Slab Elements; Slab Element Outline Only; Point Springs; Point Spring Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; User Notes; User Lines; User Dimensions;
ing Import: User Lines; User Notes; User Dimensions;
Input: Walls Below; User Lines;
= 1:275
Element: Standard Plan
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Fz=5
Fz=5
Fz=5
Fz=5
Fz=5
Fz=5
Fz=5Fz=5
Fz=5
Fz=5Fz=5
Fz=5 Fz=10
Fz=10Fz=10
Fz=10Fz=20
Fz=20
Loading: Point Loads; Point Load Icons; Point Lo ad Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Values;
ing Import: User Notes; User Lines; User Dimensions;
Input: User Lines;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
ive Loading: All Loads Plan
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Load Pattern 1 Load Pattern 1 Load Pattern 1
Load Pattern 1
Load Pattern 1
Load Pattern 1
Load Pattern 1
Load Pattern 1 Load Pattern 1
Load Pattern 1
Load Pattern 1
Load Pattern 2
Load Pattern 2 Load Pattern 2
Load Pattern 2
Load Pattern 2
Load Pattern 2
Load Pattern 2
Load Pattern 2 Load Pattern 2 Load Pattern 2
Load Pattern 2
Load Pattern 3
Load Pattern 3
Load Pattern 3
Load Pattern 3
Load Pattern 4
Load Pattern 4
Load Pattern 4
rn: Load Pattern 1; Load Pattern 2; Load Pattern 3; Load Pattern 4; Load Pattern 5; Load Pattern 6; Load Pattern 7; Load Pattern 8; Load Pattern 9; L oad Pattern 10; Load Pattern Hatching; Load Pattern Names; User Notes; User Lines; User Dimensions;
ing Import: User Notes; User Lines; User Dimensions;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
Pattern: All Patterns Plan
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gn Strip: Latitude SSs; Latitude SSSs; SSS Hatching; SSS Internal Sections;
ing Import: User Notes; User Lines; User Dimensions;
Input: User Lines;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
Design Strip: Latitude Design Spans Plan
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gn Strip: Longitude SSs; Longitude SSSs; SSS Hatching; SSS Internal Sections;
ing Import: User Notes; User Lines; User Dimensions;
Input: User Lines;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
Design Strip: Longitude Design Spans Plan
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-50
-200-50
-50-150-100 -200
-100-150-100-50
-150-50
-50-100-150
-50-150-50 -150-100 50150
-100-150
100-200-100-200 -200
0-50-100-150
-50 -100
-50-100 -100
-200-150
-50-100
-150
-100 -50-50 -100
0
-50 0-50
-100
0100
1500
100-50
1000 00
150200
050 00
0 150200
-100 500-200
0-50
100
-100
50-1500
0-50 -150-50-500
200-200-150
-200 50 150-150-50
-100-200 -100-200
-100
-200-150
0 -500
-1500 -100
-100 -50-100
20000
050
00
0200150
050 50
20050 -1-50 50
500 50
50 50200 -200
0
0
0
00
-5050 0100200
00
50-200
150-50 50
-200-50-150
-50 -150-2000
-100 -50-200 -100
50-150-200
50-50 -150100
-200-100
-50
0-200
-100-150
-1000 -100-50
1000 -200-100
-50 -100-100150 0
1500
100500
50
500
0 5000
1500 -50-150
-50200500-200 -50
-100 -100 50-150100 0-100-200 -100 -150
-150 -150-50 50-100-100
-100-50-100
-2000
-100-100
-150
50-50
-100 -2000
0-50
-500
-2000
-100
00
100-200 -100
150200 0-100
50100 -50
5050
-50-5015050 0 -50
15050200 100 50
505050
50100
100200
5050
50150 50 50 500
500 0100
1500-100-100-200
0 -15050 -100-50
-100-150
-50 -2000-50 0-50
-200-100-200
-100 -100-50 0-100 -150-50
-50--200
-1000
-150 -50
-50 -50-50
-50 -100-150-100
-50-0
-50 -50-50
-100-200
-10-200
-200 -100-1000
-150
-50-100-100
-150-150 -200-50-200 -150
-100 -150-150-200-50
-100 -150-150-200
-150-50-100
-100
-150-200-200
0-150-50
-50-100
0 0-50-50-100
-50 -50-50-50 -50
0 -10150
0
-101005050
-10050
500500
100 150150
100
5050
50 50 1005050
0 0
50
1000 150
-50 -50 -500 -50 0-50
-100-150-100
-200-100-100
-50
-200 -100-150 0
-150-100
-150-150-150
0-200 -150-100-150 -50 0
-50-150
-150-50-150 -100 -50
-200 -100 -50 -150-50
-200-50-50
-100
-50-50
ored LC: 1.2D + 1.6L: User Notes; User Lines; User Dimensions;
ing Import: User Lines; User Notes; User Dimensions;
Input: User Lines;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
ored LC: 1.2D + 1.6L - Bending Moment Plot (X-Axis Direction)
-200 -150 -100 -50 0 50 100 150 200
Min Value = -7331 kN @ (80.4,-0.8511) Max Value = 3741 kN @ (80.85,6.792)
actored LC: 1.2D + 1.6L: Mx Plan
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0-100 50-50 -50
0-200 -150-50
-200 -15050
-1000
0 -150 -100 -100-150 -150 100-200-200
-15000-50 -200-100
-200 -15050-100 -100-200 0 -150-200-200 -150
-100-1000
-200
-50-200
-50 -50 -1000-50 -50
0 0 50
1500
0 505050
0-20050
50 -100-100 -150
-50
-100 100-100-150
-150-200
-200 0
-50-50 -100
-150-100 -100
1000-50-100-150
-100 -50-100-200-50 -1500
-100-50 50-100-150
-5050
00
-150-50-5050
-150
100-500 -100-200
-200 50-150
-50
-2000
-5050 -100
0100 150
50
-100
100
0050100
-100-150 100
-100 20050 -200-200
-100-50-150
-150 -150-150-15050 50 200
00-100-5050
-150-50-100 -50100
200 100200 00 -100
100-100-200 0 -150
0-5050 100
200200
-150
-150100100 100
-5050100 0-200
-200 100-200 5000
-150 -150-20050-500
050
50 -500 100
100-50 -500
20050-150-100-150
-50 -100-200-150 -100-200
-1000 -200-1500 -50-200 50 0
-200-50
150 10100100 -100
-50150 50
150-100150
-1501500150 -200100
-200-100100100
20050-200200 150
50 50200 0100 -150
-200-100 15050
-100-150200-200 -50
-100-150-150 -200-100
-100-200
0-150
-5050
0150
100 0 150
0 500
100-50-50
0 -500 100
-150-150
-150-150 50
-200-100-200 -200-150 -200
-50-100
50 50-200
-200-200-50 -50
20050
100-200
200-150 -150 50
-200-50 -200-200 0 -200
-200 -50 20050-200
-5050 50 20
050 0
-200
-150 0-50
-200-50
0 -200-100-150 -200
0-200-100
0 -10-50
-50 -150-200
-100-50 -150-150-200
-100 -100-100-200
-50 -100-100 50-100
-150-100 150-2000 -100-150
-100-100 100
-150-150 200-150
-100-2000-500 -100 -50
-50-500 0-100
-500 00
500 00
1000
0-50
1000 50
100
0500
-50-100 -50 500-50 50
50-150 -50
-150 -150 0-150-100 -100-100 -150
-200
-100
-150-50
0-150-200 -200 0-200 00-100 -50 -200 150 -5
-50 50-150-200 -100-50 -200 -100
-200 -100 -50-50 -150
-100
-50
-150-100 -100
50 0
ored LC: 1.2D + 1.6L: User Notes; User Lines; User Dimensions;
ing Import: User Lines; User Notes; User Dimensions;
Input: User Lines;
ent: Wall Elements Above; Wall Elements Below; Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
= 1:275
red LC: 1.2D + 1.6L - Bending Moment Plot (Y-Axis Direction)
-200 -150 -100 -50 0 50 100 150 200
Min Value = -4199 kN @ (68.36,16.85) Max Value = 4484 kN @ (74.75,7.449)
actored LC: 1.2D + 1.6L: My Plan
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0
0
0
0
0
0
5
0
0
5
0
0
5
5
0
0
0
10
0
0
0
0
105
5
5
5
5
55
5
00
0
00
0
0 0
5
0
0
5
0
0
10
0 5
0
5
ncracked Deflection (Incremental): User Lines; User Notes; User Dimensions;
ing Import: User Lines; User Notes; User Dimensions;
ent: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
= 1:275
ncracked Deflection (Incremental) - Vertical Deflection Plot
-15 -10 -5 0 5 10 15 20 25
Min Value = -3.287 mm @ (39,2.239) Max Value = 13.62 mm @ (74.16,11.2)
T Uncracked Deflection (Incremental): Std Deflection Plan
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OKOK OK O
OK OK OK OK OK OK OK OK OKOK
OK OK
OK
OK OK OK OK OK OK OK
OK
OK OK OK OKOK
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OKOKOK OK
OK OK OK OK OK
OK
OK
OK
OK OK OKOK
OKOK
OK OK OK OK OK
OKOK OKOK
OK
OKOKOK
OK
OK OK OKOK OK OK OK OK OK OK OK OK
OK OK OKOK
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OK
OKOK
OK OK
OK OK OKOKOK OK OK OK OK OK OK OK OK OK OKOK
OKOKOK OK
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