Burj Vista F1 12 Panel Design Rev0 22Feb16
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Transcript of Burj Vista F1 12 Panel Design Rev0 22Feb16
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
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Client:
EMAAR Properties PJSC
Project:
Burj Vista
Consultant:
BH.NS Engineering Consultants
Main Contractor:
Al Ghandi & Consolidated Contractors International
Company
GRC Subcontractor:
Terrazzo Dubai LLC
Contents:
Design Calculations for GRC Cladding Panel F1-12 and
supporting Bracket
Rev. 0: First Issue 21-Feb-16
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I N D E X
Sr. No. Description Sheet No.
1 Introduction 3 to 5
2 Design of GRC Panel F1-12 6 to 45
3 Design of 16mm dia Socket rod 46 to 46
4 Design of 16mm dia dowel rod 47 to 47
5 Design of Bracket BKT1 48 to 57
6 Design of Post fixed anchors 58 to 58
7 Design of embedded anchors 59 to 59
8 Sketches and Drawings 60 to 61
9 References 62 to 71
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Introduction:
A) Description:
GRC cladding panel F1-12 is manufactured out of 12mm thick GRC with edge ribs and
intermediate ribs in vertical and horizontal directions. The edge ribs and intermediate ribsare generally 75mm wide x 75mm thick. Some ribs are 75mm wide x 125mm thick (nearmiddle support points). The largest panel has dimensions of 2.01m width x 3.975m
height. Each panel is supported on six brackets. The two central brackets carry all the
vertical loads and some horizontal loads from panel. Two upper and two lower bracketscarry only horizontal loads from panel. The brackets are anchored to RCC wall using two
types of anchors namely, 1) Post fixed anchors and 2) Embedded anchors. This volume
provides design calculations for the following items. Analysis is done using Staad
software and Design is done using MS Excel spreadsheets.
1. 2.01m wide x 3.975m long GRC panel
2. 16mm dia. Socket rod3. 16mm dia. Dowel rod4. Bracket BKT15. Post fixed anchors6. Embedded anchors
B) Design Data and Codes:
B.1) Loads considered:
Design Loads:
The items are designed for the following loads.
Load Case 1: Dead Load:
Dead Load consists of the weight of panel including skin and ribs. Unit weight of GRC is
20.8kn/cum. Note that weight of GRC panel is calculated internally and included inanalysis by Staad software, therefore it is not applied separately.
Live Load
Live Load need not be considered as the panels are installed vertically and no Live Load
is expected.
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Wind Load:
Wind Load is taken from “Cladding Pressure Study Report” generated by RWDI. As per
paragraph 5 of the report, two Wind Load cases are considered.
Load Case 2: Wind-1: Negative pressure (suction) of 2.5kn/sqmLoad Case 3: Wind-2: Positive pressure of 2.5kn/sqm
Load Combinations:
Based on PCI 130 recommendations, the following Load Combinations are considered.
LC101: 1.05Dead + 1.275Wind-1
LC102: 1.05Dead + 1.275Wind-2LC103: 0.9Dead + 1.3Wind-1
LC104: 0.9Dead + 1.3Wind-2
LC105: 1.4Dead
B.2) Design Codes:
Design Code: PCI Manual 130
B.3) Software used:
Staad-Pro
MS Excel Sheets
B.4) Material Specifications:
Steel Brackets: Hot Rolled S275JR or equal
Steel to steel Fasteners: Grade 8.8Bolts to RCC structure: Rawlplug R-HPTII-A4 anchors
Embedded anchors of grade A-325 or equal
GRC: Hand laid with density of 20.8kn/cum
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C) Conclusion:
The enclosed calculations show that stresses and displacements are well within allowed
limits. Therefore, the member sizes provided are adequate. The Summary is as below.
Maximum horizontal displacement (ultimate value) = 1.911mm at node 180 for LC 103.Thus, Maximum horizontal displacement (service value) = 1.911/1.3 = 1.47mmAllowable service deflection = Span/240 = 1380/240 = 5.75, hence Safe
Maximum vertical displacement (ultimate value) = 0.001mm at node 127 for LC 105.Thus, Maximum vertical displacement (service value) = 0.001/1.4 = 0.001mm
Allowable service deflection = Span/240 = 1380/240 = 5.75mm, hence Safe
The absolute maximum flexural stress (ultimate) in GRC skin occurs for LC103 =1.86n/sqmm. (Refer to the stress diagrams enclosed for LC101 to LC105)
Flexural strength of GRC = 4.631n/sqmm, hence Safe
Refer to the enclosed design calculations for edge rib 75x75, intermediate rib 75x75,
edge rib 75x125 and intermediate rib 75x125. The calculations show that sizes provided
are adequate, hence Safe
Refer to the enclosed Staad analysis report of bracket BKT1.
The absolute maximum stress (ultimate) in plate = 66.8n/sqmm
Strength of plate in bending = 275n/sqmm, hence SafeStrength of plate in shear = 165n/sqmm, hence Safe
Refer to the enclosed calculation for post fixed mechanical anchors. 4-M16 anchors per
bracket are adequate.Actual tension (ultimate value) in anchor = 12.1kn
Tension capacity of anchor = 20.816kn, hence Safe
Actual shear force (ultimate value) in anchor = 3.9knShear capacity of anchor = 23.9kn, hence Safe
Refer to the enclosed calculation for embedded anchors. 4-M16 anchors per bracket areadequate.
Actual tension (ultimate value) in anchor = 12.1kn
Tension capacity of anchor = 93.4kn, hence Safe
Actual shear force (ultimate value) in anchor = 3.9knShear capacity of anchor = 49.7kn, hence Safe
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
1 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 1 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Job Information Engineer Checked Approved
Name: ML
Date: 19-Feb-16
Structure Type SPACE FRAME
Number of Nodes 204 Highest Node 204
Number of Elements 149 Highest Beam 325
Number of Plates 176 Highest Plate 306
Number of Basic Load Cases 3Number of Combination Load Cases 5
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:
Type L/C Name
Primary 1 LOAD CASE 1 DEAD
Primary 2 LOAD CASE 2 WIND-1
Primary 3 LOAD CASE 3 WIND-2
Combination 101 COMBINATION LOAD CASE 101 DEAD+
Combination 102 COMBINATION LOAD CASE 102 DEAD+Combination 103 COMBINATION LOAD CASE 103 DEAD+
Combination 104 COMBINATION LOAD CASE 104 DEAD+
Combination 105 COMBINATION LOAD CASE 105 DEAD
NodesNode X
(m)
Y
(m)
Z
(m)
1 0.000 0.000 0.000
2 0.650 0.000 0.000
3 1.311 0.000 0.000
4 1.960 0.000 0.000
5 0.000 0.771 0.000
6 0.650 0.771 0.000
7 1.311 0.771 0.000
8 1.960 0.771 0.000
9 0.000 1.558 0.000
10 0.650 1.558 0.000
11 1.311 1.558 0.000
12 1.960 1.558 0.000
13 0.000 2.343 0.000
14 0.650 2.343 0.000
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
2 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 2 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
15 1.311 2.343 0.000
16 1.960 2.343 0.000
17 0.000 3.129 0.000
18 0.650 3.129 0.000
19 1.311 3.129 0.000
20 1.960 3.129 0.000
21 0.000 3.925 0.000
22 0.650 3.925 0.000
23 1.311 3.925 0.000
24 1.960 3.925 0.00025 0.130 0.000 0.000
26 0.255 0.000 0.000
27 0.380 0.000 0.000
28 0.869 0.000 0.000
29 1.090 0.000 0.000
30 1.510 0.000 0.000
31 1.635 0.000 0.000
32 1.760 0.000 0.000
33 0.000 0.175 0.000
34 0.650 0.175 0.000
35 1.311 0.175 0.000
36 1.960 0.175 0.000
37 0.130 0.175 0.000
38 0.255 0.175 0.000
39 0.380 0.175 0.000
40 0.869 0.175 0.000
41 1.090 0.175 0.000
42 1.510 0.175 0.000
43 1.635 0.175 0.000
44 1.760 0.175 0.000
45 0.000 0.473 0.000
46 0.650 0.473 0.000
47 1.311 0.473 0.000
48 1.960 0.473 0.000
49 0.130 0.473 0.000
50 0.255 0.473 0.000
51 0.380 0.473 0.000
52 0.869 0.473 0.000
53 1.090 0.473 0.000
54 1.510 0.473 0.000
55 1.635 0.473 0.000
56 1.760 0.473 0.000
57 0.130 0.771 0.000
58 0.255 0.771 0.000
59 0.380 0.771 0.000
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
3 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 3 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
60 0.869 0.771 0.000
61 1.090 0.771 0.000
62 1.510 0.771 0.000
63 1.635 0.771 0.000
64 1.760 0.771 0.000
65 0.000 1.033 0.000
66 0.650 1.033 0.000
67 1.311 1.033 0.000
68 1.960 1.033 0.000
69 0.130 1.033 0.00070 0.255 1.033 0.000
71 0.380 1.033 0.000
72 0.869 1.033 0.000
73 1.090 1.033 0.000
74 1.510 1.033 0.000
75 1.635 1.033 0.000
76 1.760 1.033 0.000
77 0.000 1.295 0.000
78 0.650 1.295 0.000
79 1.311 1.296 0.000
80 1.960 1.296 0.000
81 0.130 1.295 0.000
82 0.255 1.295 0.000
83 0.380 1.295 0.000
84 0.869 1.295 0.000
85 1.090 1.295 0.000
86 1.510 1.296 0.000
87 1.635 1.296 0.000
88 1.760 1.296 0.000
89 0.130 1.558 0.000
90 0.255 1.558 0.000
91 0.380 1.558 0.000
92 0.869 1.558 0.000
93 1.090 1.558 0.000
94 1.510 1.558 0.000
95 1.635 1.558 0.000
96 1.760 1.558 0.000
97 0.000 1.759 0.000
98 0.650 1.759 0.000
99 1.311 1.759 0.000
100 1.960 1.759 0.000
101 0.130 1.759 0.000
102 0.255 1.759 0.000
103 0.380 1.759 0.000
104 0.869 1.759 0.000
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
4 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 4 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
105 1.090 1.759 0.000
106 1.510 1.759 0.000
107 1.635 1.759 0.000
108 1.760 1.759 0.000
109 0.000 1.960 0.000
110 0.650 1.960 0.000
111 1.311 1.960 0.000
112 1.960 1.960 0.000
113 0.130 1.960 0.000
114 0.255 1.960 0.000115 0.380 1.960 0.000
116 0.869 1.960 0.000
117 1.090 1.960 0.000
118 1.510 1.960 0.000
119 1.635 1.960 0.000
120 1.760 1.960 0.000
121 0.000 2.160 0.000
122 0.650 2.160 0.000
123 1.311 2.160 0.000
124 1.960 2.160 0.000
125 0.130 2.160 0.000
126 0.255 2.160 0.000
127 0.380 2.160 0.000
128 0.869 2.160 0.000
129 1.090 2.160 0.000
130 1.510 2.160 0.000
131 1.635 2.160 0.000
132 1.760 2.160 0.000
133 0.130 2.343 0.000
134 0.255 2.343 0.000
135 0.380 2.343 0.000
136 0.869 2.343 0.000
137 1.090 2.343 0.000
138 1.510 2.343 0.000
139 1.635 2.343 0.000
140 1.760 2.343 0.000
141 0.000 2.605 0.000
142 0.650 2.605 0.000
143 1.311 2.605 0.000
144 1.960 2.605 0.000
145 0.130 2.605 0.000
146 0.255 2.605 0.000
147 0.380 2.605 0.000
148 0.869 2.605 0.000
149 1.090 2.605 0.000
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
5 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 5 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
150 1.510 2.605 0.000
151 1.635 2.605 0.000
152 1.760 2.605 0.000
153 0.000 2.868 0.000
154 0.650 2.868 0.000
155 1.311 2.868 0.000
156 1.960 2.868 0.000
157 0.130 2.868 0.000
158 0.255 2.868 0.000
159 0.380 2.868 0.000160 0.869 2.868 0.000
161 1.090 2.868 0.000
162 1.510 2.868 0.000
163 1.635 2.868 0.000
164 1.760 2.868 0.000
165 0.130 3.129 0.000
166 0.255 3.129 0.000
167 0.380 3.129 0.000
168 0.869 3.129 0.000
169 1.090 3.129 0.000
170 1.510 3.129 0.000
171 1.635 3.129 0.000
172 1.760 3.129 0.000
173 0.000 3.470 0.000
174 0.650 3.470 0.000
175 1.311 3.470 0.000
176 1.960 3.470 0.000
177 0.130 3.470 0.000
178 0.255 3.470 0.000
179 0.380 3.470 0.000
180 0.869 3.470 0.000
181 1.090 3.470 0.000
182 1.510 3.470 0.000
183 1.635 3.470 0.000
184 1.760 3.470 0.000
185 0.000 3.810 0.000
186 0.650 3.810 0.000
187 1.311 3.810 0.000
188 1.960 3.810 0.000
189 0.130 3.810 0.000
190 0.255 3.810 0.000
191 0.380 3.810 0.000
192 0.869 3.810 0.000
193 1.090 3.810 0.000
194 1.510 3.810 0.000
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
6 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 6 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
195 1.635 3.810 0.000
196 1.760 3.810 0.000
197 0.130 3.925 0.000
198 0.255 3.925 0.000
199 0.380 3.925 0.000
200 0.869 3.925 0.000
201 1.090 3.925 0.000
202 1.510 3.925 0.000
203 1.635 3.925 0.000
204 1.760 3.925 0.000
BeamsBeam Node A Node B Length
(m)
Property
(degrees)
1 1 25 0.130 5 0
2 2 28 0.220 5 0
3 3 30 0.199 5 0
4 5 57 0.130 6 0
5 6 60 0.220 6 0
6 7 62 0.199 6 0
7 9 89 0.130 4 08 10 92 0.220 4 0
9 11 94 0.199 4 0
10 13 133 0.130 4 0
11 14 136 0.220 4 0
12 15 138 0.199 4 0
13 17 165 0.130 6 0
14 18 168 0.220 6 0
15 19 170 0.199 6 0
16 21 197 0.130 5 0
17 22 200 0.220 5 0
18 23 202 0.199 5 0
19 1 33 0.175 5 0
20 5 65 0.262 5 021 9 97 0.201 3 0
22 13 141 0.262 3 0
23 17 173 0.340 5 0
24 2 34 0.175 6 0
25 6 66 0.262 6 0
26 10 98 0.201 4 0
27 14 142 0.262 4 0
28 18 174 0.340 6 0
29 3 35 0.175 6 0
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
7 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 7 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Beams Cont...Beam Node A Node B Length
(m)
Property
(degrees)
30 7 67 0.262 6 0
31 11 99 0.201 4 0
32 15 143 0.262 4 0
33 19 175 0.340 6 0
34 4 36 0.175 5 0
35 8 68 0.262 5 0
36 12 100 0.201 3 0
37 16 144 0.262 3 0
38 20 176 0.340 5 0
39 25 26 0.125 5 040 26 27 0.125 5 0
41 27 2 0.270 5 0
42 28 29 0.221 5 0
43 29 3 0.220 5 0
44 30 31 0.125 5 0
45 31 32 0.125 5 0
46 32 4 0.200 5 0
47 33 45 0.298 5 0
48 34 46 0.298 6 0
49 35 47 0.298 6 0
50 36 48 0.298 5 0
51 45 5 0.298 5 0
52 46 6 0.298 6 0
53 47 7 0.298 6 0
54 48 8 0.298 5 0
55 57 58 0.125 6 0
56 58 59 0.125 6 0
57 59 6 0.270 6 0
58 60 61 0.221 6 0
59 61 7 0.220 6 0
60 62 63 0.125 6 0
61 63 64 0.125 6 0
62 64 8 0.200 6 0
63 65 77 0.262 5 0
64 66 78 0.262 6 0
65 67 79 0.262 6 0
66 68 80 0.262 5 0
67 77 9 0.263 3 0
68 78 10 0.263 4 0
69 79 11 0.262 4 0
70 80 12 0.262 3 0
71 89 90 0.125 4 0
72 90 91 0.125 4 0
73 91 10 0.270 4 0
74 92 93 0.221 4 0
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
8 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 8 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Beams Cont...Beam Node A Node B Length
(m)
Property
(degrees)
75 93 11 0.220 4 0
76 94 95 0.125 4 0
77 95 96 0.125 4 0
78 96 12 0.200 4 0
145 97 109 0.201 3 0
146 98 110 0.201 4 0
147 99 111 0.201 4 0
148 100 112 0.201 3 0
160 109 121 0.200 3 0
161 110 122 0.200 4 0162 111 123 0.200 4 0
163 112 124 0.200 3 0
175 121 13 0.183 3 0
176 122 14 0.183 4 0
177 123 15 0.183 4 0
178 124 16 0.183 3 0
190 133 134 0.125 4 0
191 134 135 0.125 4 0
192 135 14 0.270 4 0
193 136 137 0.221 4 0
194 137 15 0.220 4 0
195 138 139 0.125 4 0
196 139 140 0.125 4 0
197 140 16 0.200 4 0
209 141 153 0.262 5 0
210 142 154 0.262 6 0
211 143 155 0.262 6 0
212 144 156 0.262 5 0
224 153 17 0.262 5 0
225 154 18 0.262 6 0
226 155 19 0.262 6 0
227 156 20 0.262 5 0
239 165 166 0.125 6 0
240 166 167 0.125 6 0
241 167 18 0.270 6 0
242 168 169 0.221 6 0
243 169 19 0.220 6 0
244 170 171 0.125 6 0
245 171 172 0.125 6 0
246 172 20 0.200 6 0
258 173 185 0.340 5 0
259 174 186 0.340 6 0
260 175 187 0.340 6 0
261 176 188 0.340 5 0
273 185 21 0.115 5 0
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Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
9 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 9 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Beams Cont...Beam Node A Node B Length
(m)
Property
(degrees)
274 186 22 0.115 6 0
275 187 23 0.115 6 0
276 188 24 0.115 5 0
288 197 198 0.125 5 0
289 198 199 0.125 5 0
290 199 22 0.270 5 0
291 200 201 0.221 5 0
292 201 23 0.220 5 0
293 202 203 0.125 5 0
294 203 204 0.125 5 0295 204 24 0.200 5 0
307 109 113 0.130 4 0
308 113 114 0.125 4 0
309 114 115 0.125 4 0
310 115 110 0.270 4 0
311 110 116 0.220 4 0
312 116 117 0.221 4 0
313 117 111 0.220 4 0
314 111 118 0.199 4 0
315 118 119 0.125 4 0
316 119 120 0.125 4 0
317 120 112 0.200 4 0
318 114 126 0.200 4 0
319 126 134 0.183 4 0
320 90 102 0.201 4 0
321 102 114 0.201 4 0
322 95 107 0.201 4 0
323 107 119 0.201 4 0
324 119 131 0.200 4 0
325 131 139 0.183 4 0
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Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
10 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 10 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
PlatesPlate Node A Node B Node C Node D Property
79 1 33 37 25 1
80 25 37 38 26 2
81 26 38 39 27 2
82 27 39 34 2 1
83 2 34 40 28 1
84 28 40 41 29 1
85 29 41 35 3 1
86 3 35 42 30 1
87 30 42 43 31 2
88 31 43 44 32 289 32 44 36 4 1
90 33 45 49 37 1
91 37 49 50 38 1
92 38 50 51 39 1
93 39 51 46 34 1
94 34 46 52 40 1
95 40 52 53 41 1
96 41 53 47 35 1
97 35 47 54 42 1
98 42 54 55 43 1
99 43 55 56 44 1
100 44 56 48 36 1
101 45 5 57 49 1
102 49 57 58 50 1
103 50 58 59 51 1
104 51 59 6 46 1
105 46 6 60 52 1
106 52 60 61 53 1
107 53 61 7 47 1
108 47 7 62 54 1
109 54 62 63 55 1
110 55 63 64 56 1
111 56 64 8 48 1
112 5 65 69 57 1
113 57 69 70 58 1
114 58 70 71 59 1
115 59 71 66 6 1
116 6 66 72 60 1
117 60 72 73 61 1
118 61 73 67 7 1
119 7 67 74 62 1
120 62 74 75 63 1
121 63 75 76 64 1
122 64 76 68 8 1
123 65 77 81 69 1
15 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
16/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
11 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 11 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plates Cont...Plate Node A Node B Node C Node D Property
124 69 81 82 70 1
125 70 82 83 71 1
126 71 83 78 66 1
127 66 78 84 72 1
128 72 84 85 73 1
129 73 85 79 67 1
130 67 79 86 74 1
131 74 86 87 75 1
132 75 87 88 76 1
133 76 88 80 68 1134 77 9 89 81 1
135 81 89 90 82 1
136 82 90 91 83 1
137 83 91 10 78 1
138 78 10 92 84 1
139 84 92 93 85 1
140 85 93 11 79 1
141 79 11 94 86 1
142 86 94 95 87 1
143 87 95 96 88 1
144 88 96 12 80 1
149 9 97 101 89 1
150 89 101 102 90 1
151 90 102 103 91 1
152 91 103 98 10 1
153 10 98 104 92 1
154 92 104 105 93 1
155 93 105 99 11 1
156 11 99 106 94 1
157 94 106 107 95 1
158 95 107 108 96 1
159 96 108 100 12 1
164 97 109 113 101 2
165 101 113 114 102 2
166 102 114 115 103 2
167 103 115 110 98 2
168 98 110 116 104 1
169 104 116 117 105 1
170 105 117 111 99 1
171 99 111 118 106 2
172 106 118 119 107 2
173 107 119 120 108 2
174 108 120 112 100 2
179 109 121 125 113 2
180 113 125 126 114 2
16 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
17/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
12 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 12 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plates Cont...Plate Node A Node B Node C Node D Property
181 114 126 127 115 2
182 115 127 122 110 2
183 110 122 128 116 1
184 116 128 129 117 1
185 117 129 123 111 1
186 111 123 130 118 2
187 118 130 131 119 2
188 119 131 132 120 2
189 120 132 124 112 2
198 121 13 133 125 1199 125 133 134 126 1
200 126 134 135 127 1
201 127 135 14 122 1
202 122 14 136 128 1
203 128 136 137 129 1
204 129 137 15 123 1
205 123 15 138 130 1
206 130 138 139 131 1
207 131 139 140 132 1
208 132 140 16 124 1
213 13 141 145 133 1
214 133 145 146 134 1
215 134 146 147 135 1
216 135 147 142 14 1
217 14 142 148 136 1
218 136 148 149 137 1
219 137 149 143 15 1
220 15 143 150 138 1
221 138 150 151 139 1
222 139 151 152 140 1
223 140 152 144 16 1
228 141 153 157 145 1
229 145 157 158 146 1
230 146 158 159 147 1
231 147 159 154 142 1
232 142 154 160 148 1
233 148 160 161 149 1
234 149 161 155 143 1
235 143 155 162 150 1
236 150 162 163 151 1
237 151 163 164 152 1
238 152 164 156 144 1
247 153 17 165 157 1
248 157 165 166 158 1
249 158 166 167 159 1
17 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
18/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
13 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 13 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plates Cont...Plate Node A Node B Node C Node D Property
250 159 167 18 154 1
251 154 18 168 160 1
252 160 168 169 161 1
253 161 169 19 155 1
254 155 19 170 162 1
255 162 170 171 163 1
256 163 171 172 164 1
257 164 172 20 156 1
262 17 173 177 165 1
263 165 177 178 166 1264 166 178 179 167 1
265 167 179 174 18 1
266 18 174 180 168 1
267 168 180 181 169 1
268 169 181 175 19 1
269 19 175 182 170 1
270 170 182 183 171 1
271 171 183 184 172 1
272 172 184 176 20 1
277 173 185 189 177 1
278 177 189 190 178 1
279 178 190 191 179 1
280 179 191 186 174 1
281 174 186 192 180 1
282 180 192 193 181 1
283 181 193 187 175 1
284 175 187 194 182 1
285 182 194 195 183 1
286 183 195 196 184 1
287 184 196 188 176 1
296 185 21 197 189 1
297 189 197 198 190 2
298 190 198 199 191 2
299 191 199 22 186 1
300 186 22 200 192 1
301 192 200 201 193 1
302 193 201 23 187 1
303 187 23 202 194 1
304 194 202 203 195 2
305 195 203 204 196 2
306 196 204 24 188 1
18 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
19/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
14 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 14 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Section PropertiesProp Section Area
(cm2)
Iyy
(cm4)
Izz
(cm4)
J
(cm4)
Material
3 Rect 0.08x0.13 93.750 1.22E+3 439.453 1.1E+3 GRC
4 Rect 0.08x0.13 93.750 1.22E+3 439.453 1.1E+3 GRC
5 Rect 0.08x0.08 56.250 263.672 263.672 444.946 GRC
6 Rect 0.08x0.08 56.250 263.672 263.672 444.946 GRC
Plate ThicknessProp Node A
(cm)
Node B
(cm)
Node C
(cm)
Node D
(cm)
Material
1 1.200 1.200 1.200 1.200 GRC
2 12.500 12.500 12.500 12.500 GRC
MaterialsMat Name E
(kN/mm2)
Density
(kg/m3)
(/°C)
1 GRC 20.689 0.170 2.12E+3 10E -6
2 STEEL 205.000 0.300 7.83E+3 12E -6
3 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
4 ALUMINUM 68.948 0.330 2.71E+3 23E -6
5 CONCRETE 21.718 0.170 2.4E+3 10E -6
SupportsNode X
(kN/mm)
Y
(kN/mm)
Z
(kN/mm)
rX
(kN-m/deg)
rY
(kN-m/deg)
rZ
(kN-m/deg)
26 Fixed - Fixed - - -
31 Fixed - Fixed - - -
114 Fixed Fixed Fixed - - -
119 Fixed Fixed Fixed - - -
198 Fixed - Fixed - - -
203 Fixed - Fixed - - -
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
20/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
15 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 15 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
ReleasesBeam ends not shown in this table are fixed in all directions.
Beam Node x y z rx ry rz
1 1 Fixed Fixed Fixed Pin Fixed Fixed
1 25 Fixed Fixed Fixed Pin Fixed Fixed
2 2 Fixed Fixed Fixed Pin Fixed Fixed
2 28 Fixed Fixed Fixed Pin Fixed Fixed
3 3 Fixed Fixed Fixed Pin Fixed Fixed
3 30 Fixed Fixed Fixed Pin Fixed Fixed
4 5 Fixed Fixed Fixed Pin Fixed Fixed
4 57 Fixed Fixed Fixed Pin Fixed Fixed
5 6 Fixed Fixed Fixed Pin Fixed Fixed5 60 Fixed Fixed Fixed Pin Fixed Fixed
6 7 Fixed Fixed Fixed Pin Fixed Fixed
6 62 Fixed Fixed Fixed Pin Fixed Fixed
7 9 Fixed Fixed Fixed Pin Fixed Fixed
7 89 Fixed Fixed Fixed Pin Fixed Fixed
8 10 Fixed Fixed Fixed Pin Fixed Fixed
8 92 Fixed Fixed Fixed Pin Fixed Fixed
9 11 Fixed Fixed Fixed Pin Fixed Fixed
9 94 Fixed Fixed Fixed Pin Fixed Fixed
10 13 Fixed Fixed Fixed Pin Fixed Fixed
10 133 Fixed Fixed Fixed Pin Fixed Fixed
11 14 Fixed Fixed Fixed Pin Fixed Fixed
11 136 Fixed Fixed Fixed Pin Fixed Fixed12 15 Fixed Fixed Fixed Pin Fixed Fixed
12 138 Fixed Fixed Fixed Pin Fixed Fixed
13 17 Fixed Fixed Fixed Pin Fixed Fixed
13 165 Fixed Fixed Fixed Pin Fixed Fixed
14 18 Fixed Fixed Fixed Pin Fixed Fixed
14 168 Fixed Fixed Fixed Pin Fixed Fixed
15 19 Fixed Fixed Fixed Pin Fixed Fixed
15 170 Fixed Fixed Fixed Pin Fixed Fixed
16 21 Fixed Fixed Fixed Pin Fixed Fixed
16 197 Fixed Fixed Fixed Pin Fixed Fixed
17 22 Fixed Fixed Fixed Pin Fixed Fixed
17 200 Fixed Fixed Fixed Pin Fixed Fixed
18 23 Fixed Fixed Fixed Pin Fixed Fixed
18 202 Fixed Fixed Fixed Pin Fixed Fixed
19 1 Fixed Fixed Fixed Pin Fixed Fixed
19 33 Fixed Fixed Fixed Pin Fixed Fixed
20 5 Fixed Fixed Fixed Pin Fixed Fixed
20 65 Fixed Fixed Fixed Pin Fixed Fixed
21 9 Fixed Fixed Fixed Pin Fixed Fixed
21 97 Fixed Fixed Fixed Pin Fixed Fixed
22 13 Fixed Fixed Fixed Pin Fixed Fixed
22 141 Fixed Fixed Fixed Pin Fixed Fixed
20 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
21/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
16 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 16 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Releases Cont...Beam Node x y z rx ry rz
23 17 Fixed Fixed Fixed Pin Fixed Fixed
23 173 Fixed Fixed Fixed Pin Fixed Fixed
24 2 Fixed Fixed Fixed Pin Fixed Fixed
24 34 Fixed Fixed Fixed Pin Fixed Fixed
25 6 Fixed Fixed Fixed Pin Fixed Fixed
25 66 Fixed Fixed Fixed Pin Fixed Fixed
26 10 Fixed Fixed Fixed Pin Fixed Fixed
26 98 Fixed Fixed Fixed Pin Fixed Fixed
27 14 Fixed Fixed Fixed Pin Fixed Fixed
27 142 Fixed Fixed Fixed Pin Fixed Fixed28 18 Fixed Fixed Fixed Pin Fixed Fixed
28 174 Fixed Fixed Fixed Pin Fixed Fixed
29 3 Fixed Fixed Fixed Pin Fixed Fixed
29 35 Fixed Fixed Fixed Pin Fixed Fixed
30 7 Fixed Fixed Fixed Pin Fixed Fixed
30 67 Fixed Fixed Fixed Pin Fixed Fixed
31 11 Fixed Fixed Fixed Pin Fixed Fixed
31 99 Fixed Fixed Fixed Pin Fixed Fixed
32 15 Fixed Fixed Fixed Pin Fixed Fixed
32 143 Fixed Fixed Fixed Pin Fixed Fixed
33 19 Fixed Fixed Fixed Pin Fixed Fixed
33 175 Fixed Fixed Fixed Pin Fixed Fixed
34 4 Fixed Fixed Fixed Pin Fixed Fixed
34 36 Fixed Fixed Fixed Pin Fixed Fixed
35 8 Fixed Fixed Fixed Pin Fixed Fixed
35 68 Fixed Fixed Fixed Pin Fixed Fixed
36 12 Fixed Fixed Fixed Pin Fixed Fixed
36 100 Fixed Fixed Fixed Pin Fixed Fixed
37 16 Fixed Fixed Fixed Pin Fixed Fixed
37 144 Fixed Fixed Fixed Pin Fixed Fixed
38 20 Fixed Fixed Fixed Pin Fixed Fixed
38 176 Fixed Fixed Fixed Pin Fixed Fixed
39 25 Fixed Fixed Fixed Pin Fixed Fixed
39 26 Fixed Fixed Fixed Pin Fixed Fixed
40 26 Fixed Fixed Fixed Pin Fixed Fixed
40 27 Fixed Fixed Fixed Pin Fixed Fixed
41 27 Fixed Fixed Fixed Pin Fixed Fixed
41 2 Fixed Fixed Fixed Pin Fixed Fixed
42 28 Fixed Fixed Fixed Pin Fixed Fixed
42 29 Fixed Fixed Fixed Pin Fixed Fixed
43 29 Fixed Fixed Fixed Pin Fixed Fixed
43 3 Fixed Fixed Fixed Pin Fixed Fixed
44 30 Fixed Fixed Fixed Pin Fixed Fixed
44 31 Fixed Fixed Fixed Pin Fixed Fixed
45 31 Fixed Fixed Fixed Pin Fixed Fixed
21 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
22/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
17 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 17 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Releases Cont...Beam Node x y z rx ry rz
45 32 Fixed Fixed Fixed Pin Fixed Fixed
46 32 Fixed Fixed Fixed Pin Fixed Fixed
46 4 Fixed Fixed Fixed Pin Fixed Fixed
47 33 Fixed Fixed Fixed Pin Fixed Fixed
47 45 Fixed Fixed Fixed Pin Fixed Fixed
48 34 Fixed Fixed Fixed Pin Fixed Fixed
48 46 Fixed Fixed Fixed Pin Fixed Fixed
49 35 Fixed Fixed Fixed Pin Fixed Fixed
49 47 Fixed Fixed Fixed Pin Fixed Fixed
50 36 Fixed Fixed Fixed Pin Fixed Fixed50 48 Fixed Fixed Fixed Pin Fixed Fixed
51 45 Fixed Fixed Fixed Pin Fixed Fixed
51 5 Fixed Fixed Fixed Pin Fixed Fixed
52 46 Fixed Fixed Fixed Pin Fixed Fixed
52 6 Fixed Fixed Fixed Pin Fixed Fixed
53 47 Fixed Fixed Fixed Pin Fixed Fixed
53 7 Fixed Fixed Fixed Pin Fixed Fixed
54 48 Fixed Fixed Fixed Pin Fixed Fixed
54 8 Fixed Fixed Fixed Pin Fixed Fixed
55 57 Fixed Fixed Fixed Pin Fixed Fixed
55 58 Fixed Fixed Fixed Pin Fixed Fixed
56 58 Fixed Fixed Fixed Pin Fixed Fixed
56 59 Fixed Fixed Fixed Pin Fixed Fixed
57 59 Fixed Fixed Fixed Pin Fixed Fixed
57 6 Fixed Fixed Fixed Pin Fixed Fixed
58 60 Fixed Fixed Fixed Pin Fixed Fixed
58 61 Fixed Fixed Fixed Pin Fixed Fixed
59 61 Fixed Fixed Fixed Pin Fixed Fixed
59 7 Fixed Fixed Fixed Pin Fixed Fixed
60 62 Fixed Fixed Fixed Pin Fixed Fixed
60 63 Fixed Fixed Fixed Pin Fixed Fixed
61 63 Fixed Fixed Fixed Pin Fixed Fixed
61 64 Fixed Fixed Fixed Pin Fixed Fixed
62 64 Fixed Fixed Fixed Pin Fixed Fixed
62 8 Fixed Fixed Fixed Pin Fixed Fixed
63 65 Fixed Fixed Fixed Pin Fixed Fixed
63 77 Fixed Fixed Fixed Pin Fixed Fixed
64 66 Fixed Fixed Fixed Pin Fixed Fixed
64 78 Fixed Fixed Fixed Pin Fixed Fixed
65 67 Fixed Fixed Fixed Pin Fixed Fixed
65 79 Fixed Fixed Fixed Pin Fixed Fixed
66 68 Fixed Fixed Fixed Pin Fixed Fixed
66 80 Fixed Fixed Fixed Pin Fixed Fixed
67 77 Fixed Fixed Fixed Pin Fixed Fixed
67 9 Fixed Fixed Fixed Pin Fixed Fixed
22 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
23/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
18 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 18 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Releases Cont...Beam Node x y z rx ry rz
68 78 Fixed Fixed Fixed Pin Fixed Fixed
68 10 Fixed Fixed Fixed Pin Fixed Fixed
69 79 Fixed Fixed Fixed Pin Fixed Fixed
69 11 Fixed Fixed Fixed Pin Fixed Fixed
70 80 Fixed Fixed Fixed Pin Fixed Fixed
70 12 Fixed Fixed Fixed Pin Fixed Fixed
71 89 Fixed Fixed Fixed Pin Fixed Fixed
71 90 Fixed Fixed Fixed Pin Fixed Fixed
72 90 Fixed Fixed Fixed Pin Fixed Fixed
72 91 Fixed Fixed Fixed Pin Fixed Fixed73 91 Fixed Fixed Fixed Pin Fixed Fixed
73 10 Fixed Fixed Fixed Pin Fixed Fixed
74 92 Fixed Fixed Fixed Pin Fixed Fixed
74 93 Fixed Fixed Fixed Pin Fixed Fixed
75 93 Fixed Fixed Fixed Pin Fixed Fixed
75 11 Fixed Fixed Fixed Pin Fixed Fixed
76 94 Fixed Fixed Fixed Pin Fixed Fixed
76 95 Fixed Fixed Fixed Pin Fixed Fixed
77 95 Fixed Fixed Fixed Pin Fixed Fixed
77 96 Fixed Fixed Fixed Pin Fixed Fixed
78 96 Fixed Fixed Fixed Pin Fixed Fixed
78 12 Fixed Fixed Fixed Pin Fixed Fixed
145 97 Fixed Fixed Fixed Pin Fixed Fixed
145 109 Fixed Fixed Fixed Pin Fixed Fixed
146 98 Fixed Fixed Fixed Pin Fixed Fixed
146 110 Fixed Fixed Fixed Pin Fixed Fixed
147 99 Fixed Fixed Fixed Pin Fixed Fixed
147 111 Fixed Fixed Fixed Pin Fixed Fixed
148 100 Fixed Fixed Fixed Pin Fixed Fixed
148 112 Fixed Fixed Fixed Pin Fixed Fixed
160 109 Fixed Fixed Fixed Pin Fixed Fixed
160 121 Fixed Fixed Fixed Pin Fixed Fixed
161 110 Fixed Fixed Fixed Pin Fixed Fixed
161 122 Fixed Fixed Fixed Pin Fixed Fixed
162 111 Fixed Fixed Fixed Pin Fixed Fixed
162 123 Fixed Fixed Fixed Pin Fixed Fixed
163 112 Fixed Fixed Fixed Pin Fixed Fixed
163 124 Fixed Fixed Fixed Pin Fixed Fixed
175 121 Fixed Fixed Fixed Pin Fixed Fixed
175 13 Fixed Fixed Fixed Pin Fixed Fixed
176 122 Fixed Fixed Fixed Pin Fixed Fixed
176 14 Fixed Fixed Fixed Pin Fixed Fixed
177 123 Fixed Fixed Fixed Pin Fixed Fixed
177 15 Fixed Fixed Fixed Pin Fixed Fixed
178 124 Fixed Fixed Fixed Pin Fixed Fixed
23 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
24/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
19 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 19 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Releases Cont...Beam Node x y z rx ry rz
178 16 Fixed Fixed Fixed Pin Fixed Fixed
190 133 Fixed Fixed Fixed Pin Fixed Fixed
190 134 Fixed Fixed Fixed Pin Fixed Fixed
191 134 Fixed Fixed Fixed Pin Fixed Fixed
191 135 Fixed Fixed Fixed Pin Fixed Fixed
192 135 Fixed Fixed Fixed Pin Fixed Fixed
192 14 Fixed Fixed Fixed Pin Fixed Fixed
193 136 Fixed Fixed Fixed Pin Fixed Fixed
193 137 Fixed Fixed Fixed Pin Fixed Fixed
194 137 Fixed Fixed Fixed Pin Fixed Fixed194 15 Fixed Fixed Fixed Pin Fixed Fixed
195 138 Fixed Fixed Fixed Pin Fixed Fixed
195 139 Fixed Fixed Fixed Pin Fixed Fixed
196 139 Fixed Fixed Fixed Pin Fixed Fixed
196 140 Fixed Fixed Fixed Pin Fixed Fixed
197 140 Fixed Fixed Fixed Pin Fixed Fixed
197 16 Fixed Fixed Fixed Pin Fixed Fixed
209 141 Fixed Fixed Fixed Pin Fixed Fixed
209 153 Fixed Fixed Fixed Pin Fixed Fixed
210 142 Fixed Fixed Fixed Pin Fixed Fixed
210 154 Fixed Fixed Fixed Pin Fixed Fixed
211 143 Fixed Fixed Fixed Pin Fixed Fixed
211 155 Fixed Fixed Fixed Pin Fixed Fixed
212 144 Fixed Fixed Fixed Pin Fixed Fixed
212 156 Fixed Fixed Fixed Pin Fixed Fixed
224 153 Fixed Fixed Fixed Pin Fixed Fixed
224 17 Fixed Fixed Fixed Pin Fixed Fixed
225 154 Fixed Fixed Fixed Pin Fixed Fixed
225 18 Fixed Fixed Fixed Pin Fixed Fixed
226 155 Fixed Fixed Fixed Pin Fixed Fixed
226 19 Fixed Fixed Fixed Pin Fixed Fixed
227 156 Fixed Fixed Fixed Pin Fixed Fixed
227 20 Fixed Fixed Fixed Pin Fixed Fixed
239 165 Fixed Fixed Fixed Pin Fixed Fixed
239 166 Fixed Fixed Fixed Pin Fixed Fixed
240 166 Fixed Fixed Fixed Pin Fixed Fixed
240 167 Fixed Fixed Fixed Pin Fixed Fixed
241 167 Fixed Fixed Fixed Pin Fixed Fixed
241 18 Fixed Fixed Fixed Pin Fixed Fixed
242 168 Fixed Fixed Fixed Pin Fixed Fixed
242 169 Fixed Fixed Fixed Pin Fixed Fixed
243 169 Fixed Fixed Fixed Pin Fixed Fixed
243 19 Fixed Fixed Fixed Pin Fixed Fixed
244 170 Fixed Fixed Fixed Pin Fixed Fixed
244 171 Fixed Fixed Fixed Pin Fixed Fixed
24 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
25/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
20 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 20 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Releases Cont...Beam Node x y z rx ry rz
245 171 Fixed Fixed Fixed Pin Fixed Fixed
245 172 Fixed Fixed Fixed Pin Fixed Fixed
246 172 Fixed Fixed Fixed Pin Fixed Fixed
246 20 Fixed Fixed Fixed Pin Fixed Fixed
258 173 Fixed Fixed Fixed Pin Fixed Fixed
258 185 Fixed Fixed Fixed Pin Fixed Fixed
259 174 Fixed Fixed Fixed Pin Fixed Fixed
259 186 Fixed Fixed Fixed Pin Fixed Fixed
260 175 Fixed Fixed Fixed Pin Fixed Fixed
260 187 Fixed Fixed Fixed Pin Fixed Fixed261 176 Fixed Fixed Fixed Pin Fixed Fixed
261 188 Fixed Fixed Fixed Pin Fixed Fixed
273 185 Fixed Fixed Fixed Pin Fixed Fixed
273 21 Fixed Fixed Fixed Pin Fixed Fixed
274 186 Fixed Fixed Fixed Pin Fixed Fixed
274 22 Fixed Fixed Fixed Pin Fixed Fixed
275 187 Fixed Fixed Fixed Pin Fixed Fixed
275 23 Fixed Fixed Fixed Pin Fixed Fixed
276 188 Fixed Fixed Fixed Pin Fixed Fixed
276 24 Fixed Fixed Fixed Pin Fixed Fixed
288 197 Fixed Fixed Fixed Pin Fixed Fixed
288 198 Fixed Fixed Fixed Pin Fixed Fixed
289 198 Fixed Fixed Fixed Pin Fixed Fixed
289 199 Fixed Fixed Fixed Pin Fixed Fixed
290 199 Fixed Fixed Fixed Pin Fixed Fixed
290 22 Fixed Fixed Fixed Pin Fixed Fixed
291 200 Fixed Fixed Fixed Pin Fixed Fixed
291 201 Fixed Fixed Fixed Pin Fixed Fixed
292 201 Fixed Fixed Fixed Pin Fixed Fixed
292 23 Fixed Fixed Fixed Pin Fixed Fixed
293 202 Fixed Fixed Fixed Pin Fixed Fixed
293 203 Fixed Fixed Fixed Pin Fixed Fixed
294 203 Fixed Fixed Fixed Pin Fixed Fixed
294 204 Fixed Fixed Fixed Pin Fixed Fixed
295 204 Fixed Fixed Fixed Pin Fixed Fixed
295 24 Fixed Fixed Fixed Pin Fixed Fixed
Primary Load CasesNumber Name Type
1 LOAD CASE 1 DEAD Dead
2 LOAD CASE 2 WIND-1 Wind
3 LOAD CASE 3 WIND-2 Wind
25 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
26/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
21 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 21 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
101 COMBINATION LOAD CASE 101 DEAD+ 1 LOAD CASE 1 DEAD 1.05
2 LOAD CASE 2 WIND-1 1.27
102 COMBINATION LOAD CASE 102 DEAD+ 1 LOAD CASE 1 DEAD 1.05
3 LOAD CASE 3 WIND-2 1.27
103 COMBINATION LOAD CASE 103 DEAD+ 1 LOAD CASE 1 DEAD 0.90
2 LOAD CASE 2 WIND-1 1.30
104 COMBINATION LOAD CASE 104 DEAD+ 1 LOAD CASE 1 DEAD 0.90
3 LOAD CASE 3 WIND-2 1.30
105 COMBINATION LOAD CASE 105 DEAD 1 LOAD CASE 1 DEAD 1.40
0.255m
1.380m
0.325m
1.960m
1.965m
X Y
Z
Isometric
26 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
27/71
-
8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
28/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
23 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 23 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
8988
100
87
99
86
98
111
85
97
110
84
109
96
122
108
83
121
95
120
133
107
82
94
119
132
106
131
81
144
118
93
80
130
143
105
79
159
92
117
142
129
91
104
158
141
116
174
90
157
128
103
140
173
156
189
102
115
172
127
101
139
188
155
114
171
208
187
126
113
138
207
154
170
186
112
223
125
206
137
124
153
222
169
185
205
123
221
238
136
168
184
204
152
220
135
237
134
236
151
257
183
203
167
219
150
235
256
166
202
149
182
218
255
272
165
234
254
181
164
201
217
271
233
180
270
253
200
179
216
287
269
232
199
252
286
198
215
306
268
285
231
214
251
305
213
284
267
230
304
250
229
283
266
303
228
249
282
302
248
265
247
281
301
264263
280
300
262
279
299
278277
298297296
X Y
Z
Elements
X Y
Z
12mm thick GRC
28 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
29/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
24 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 24 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
X Y
Z
125mm thick GRC
X Y
Z
75x125mm Ribs
29 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
30/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
25 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 25 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
X Y
Z
75x75mm Ribs
X Y
Z
Dead Load
30 of 71
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
31/71
Software licensed to CATAMARAN ENGINEERING FZE
Job Title
Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
26 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 26 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
X Y
Z
Wind-1 Negative Pressure
Load 3
X Y
Z
Wind-2 Psitive Pressure
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By Date Chd
File Date/Time
27 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 27 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Node Displacement SummaryNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
Max X 127 105:COMBINA 0.001 -0.001 0.000 0.001 0.000 0.000 -0.000
Min X 98 105:COMBINA -0.001 -0.003 0.000 0.003 0.000 0.000 -0.000
Max Y 114 1:LOAD CASE 0.000 0.000 0.000 0.000 0.000 0.000 -0.000
Min Y 30 105:COMBINA -0.000 -0.006 0.000 0.006 0.000 0.000 0.000
Max Z 180 103:COMBINA 0.000 -0.003 1.911 1.911 -0.000 -0.001 -0.000
Min Z 180 104:COMBINA 0.000 -0.003 -1.911 1.911 0.000 0.001 -0.000
Max rX 196 104:COMBINA 0.000 -0.003 -0.167 0.167 0.004 -0.002 0.000
Min rX 196 103:COMBINA 0.000 -0.003 0.167 0.167 -0.004 0.002 0.000
Max rY 173 104:COMBINA -0.000 -0.003 -0.227 0.227 0.001 0.004 0.000
Min rY 173 103:COMBINA -0.000 -0.003 0.227 0.227 -0.001 -0.004 0.000Max rZ 94 105:COMBINA -0.000 -0.002 0.000 0.002 0.000 0.000 0.000
Min rZ 91 105:COMBINA -0.000 -0.002 0.000 0.002 0.000 0.000 -0.000
Max Rst 180 103:COMBINA 0.000 -0.003 1.911 1.911 -0.000 -0.001 -0.000
Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
26 1:LOAD CASE 0.041 0.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -1.322 0.000 0.000 0.000
3:LOAD CASE 0.000 0.000 1.322 0.000 0.000 0.000101:COMBINA 0.043 0.000 -1.685 0.000 0.000 0.000
102:COMBINA 0.043 0.000 1.685 0.000 0.000 0.000
103:COMBINA 0.037 0.000 -1.718 0.000 0.000 0.000
104:COMBINA 0.037 0.000 1.718 0.000 0.000 0.000
105:COMBINA 0.057 0.000 0.000 0.000 0.000 0.000
31 1:LOAD CASE -0.011 0.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -1.480 0.000 0.000 0.000
3:LOAD CASE 0.000 0.000 1.480 0.000 0.000 0.000
101:COMBINA -0.012 0.000 -1.887 0.000 0.000 0.000
102:COMBINA -0.012 0.000 1.887 0.000 0.000 0.000
103:COMBINA -0.010 0.000 -1.924 0.000 0.000 0.000
104:COMBINA -0.010 0.000 1.924 0.000 0.000 0.000
105:COMBINA -0.016 0.000 0.000 0.000 0.000 0.000114 1:LOAD CASE 0.004 3.946 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -6.475 0.000 0.000 0.000
3:LOAD CASE 0.000 0.000 6.475 0.000 0.000 0.000
101:COMBINA 0.004 4.143 -8.256 0.000 0.000 0.000
102:COMBINA 0.004 4.143 8.256 0.000 0.000 0.000
103:COMBINA 0.003 3.551 -8.418 0.000 0.000 0.000
104:COMBINA 0.003 3.551 8.418 0.000 0.000 0.000
105:COMBINA 0.005 5.524 0.000 0.000 0.000 0.000
119 1:LOAD CASE -0.003 4.156 0.000 0.000 0.000 0.000
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Client
Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
28 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 28 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Reactions Cont... Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
2:LOAD CASE 0.000 0.000 -7.137 0.000 0.000 0.000
3:LOAD CASE 0.000 0.000 7.137 0.000 0.000 0.000
101:COMBINA -0.004 4.364 -9.099 0.000 0.000 0.000
102:COMBINA -0.004 4.364 9.099 0.000 0.000 0.000
103:COMBINA -0.003 3.741 -9.278 0.000 0.000 0.000
104:COMBINA -0.003 3.741 9.278 0.000 0.000 0.000
105:COMBINA -0.005 5.819 0.000 0.000 0.000 0.000
198 1:LOAD CASE -0.041 0.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -1.332 0.000 0.000 0.0003:LOAD CASE 0.000 0.000 1.332 0.000 0.000 0.000
101:COMBINA -0.043 0.000 -1.698 0.000 0.000 0.000
102:COMBINA -0.043 0.000 1.698 0.000 0.000 0.000
103:COMBINA -0.037 0.000 -1.731 0.000 0.000 0.000
104:COMBINA -0.037 0.000 1.731 0.000 0.000 0.000
105:COMBINA -0.058 0.000 0.000 0.000 0.000 0.000
203 1:LOAD CASE 0.012 0.000 0.000 0.000 0.000 0.000
2:LOAD CASE 0.000 0.000 -1.488 0.000 0.000 0.000
3:LOAD CASE 0.000 0.000 1.488 0.000 0.000 0.000
101:COMBINA 0.012 0.000 -1.897 0.000 0.000 0.000
102:COMBINA 0.012 0.000 1.897 0.000 0.000 0.000
103:COMBINA 0.011 0.000 -1.934 0.000 0.000 0.000
104:COMBINA 0.011 0.000 1.934 0.000 0.000 0.000
105:COMBINA 0.016 0.000 0.000 0.000 0.000 0.000
Beam Force Detail SummarySign convention as diagrams:- positive above line, negative below line except Fx where positive is compression. Distance d is given from beamend A.
Axial Shear Torsion Bending
Beam L/C d
(m)
Fx
(kN)
Fy
(kN)
Fz
(kN)
Mx
(kNm)
My
(kNm)
Mz
(kNm)
Max Fx 324 105:COMBINA 0.000 0.777 -0.003 0.000 0.000 0.000 -0.000
Min Fx 323 105:COMBINA 0.201 -0.784 -0.003 -0.000 -0.000 -0.000 0.000
Max Fy 309 105:COMBINA 0.000 0.001 0.258 0.000 0.000 0.000 0.017
Min Fy 315 105:COMBINA 0.125 0.001 -0.272 -0.000 -0.000 -0.000 0.018
Max Fz 325 104:COMBINA 0.000 0.336 0.016 2.839 0.049 -0.544 0.001
Min Fz 325 103:COMBINA 0.000 0.336 0.016 -2.839 -0.049 0.544 0.001
Max Mx 325 104:COMBINA 0.000 0.336 0.016 2.839 0.049 -0.544 0.001
Min Mx 325 103:COMBINA 0.000 0.336 0.016 -2.839 -0.049 0.544 0.001
Max My 176 103:COMBINA 0.000 0.211 -0.060 -0.504 0.000 0.784 -0.006
Min My 176 104:COMBINA 0.000 0.211 -0.060 0.504 0.000 -0.784 -0.006
Max Mz 315 105:COMBINA 0.125 0.001 -0.272 -0.000 -0.000 -0.000 0.018
Min Mz 315 105:COMBINA 0.000 0.001 -0.237 0.000 0.000 0.000 -0.013
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Ref
By Date Chd
File Date/Time
29 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 29 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plate Center Principal Stress Summary Principal Von Mis Tresca
Plate L/C Top
(N/mm2)
Bottom
(N/mm2)
Top
(N/mm2)
Bottom
(N/mm2)
Top
(N/mm2)
Bottom
(N/mm2)
Max (t) 95 104:COMBINA 1.864 -1.377 1.681 1.671 1.864 1.859
Max (b) 95 103:COMBINA -1.377 1.864 1.671 1.681 1.859 1.864
Max VM (t) 296 103:COMBINA 0.605 1.689 2.076 2.053 2.311 2.285
Max VM (b) 296 104:COMBINA 1.689 0.605 2.053 2.076 2.285 2.311
Tresca (t) 296 103:COMBINA 0.605 1.689 2.076 2.053 2.311 2.285
Tresca (b) 296 104:COMBINA 1.689 0.605 2.053 2.076 2.285 2.311
Plate Center Stress Summary Shear Membrane Bending
Plate L/C Qx
(N/mm2)
Qy
(N/mm2)
Sx
(N/mm2)
Sy
(N/mm2)
Sxy
(N/mm2)
Mx
(kNm/m)
My
(kNm/m)
Mxy
(kNm/m)
Max Qx 187 104:COMBINA 0.113 -0.026 -0.020 0.019 0.026 -2.053 -0.365 -0.651
Min Qx 187 103:COMBINA -0.113 0.026 -0.020 0.019 0.026 2.053 0.365 0.651
Max Qy 90 104:COMBINA -0.024 0.079 0.020 -0.000 -0.011 0.022 0.033 -0.006
Min Qy 90 103:COMBINA 0.024 -0.079 0.020 -0.000 -0.011 -0.022 -0.033 0.006
Max Sx 142 105:COMBINA 0.000 0.000 0.107 -0.009 0.033 0.000 0.000 0.000
Min Sx 221 105:COMBINA 0.000 0.000 -0.106 0.009 0.033 0.000 0.000 0.000
Max Sy 153 105:COMBINA 0.000 0.000 0.024 0.039 -0.033 0.000 0.000 0.000
Min Sy 202 105:COMBINA 0.000 0.000 -0.022 -0.039 -0.033 0.000 0.000 0.000
Max Sxy 205 105:COMBINA 0.000 0.000 -0.072 -0.008 0.083 0.000 0.000 0.000Min Sxy 201 105:COMBINA 0.000 0.000 -0.066 -0.007 -0.079 0.000 0.000 0.000
Max Mx 186 103:COMBINA -0.017 0.032 -0.006 0.003 0.020 2.748 -0.159 -0.920
Min Mx 186 104:COMBINA 0.017 -0.032 -0.006 0.003 0.020 -2.748 0.159 0.920
Max My 305 103:COMBINA 0.005 -0.035 -0.002 -0.000 0.001 -0.036 0.799 0.296
Min My 305 104:COMBINA -0.005 0.035 -0.002 -0.000 0.001 0.036 -0.799 -0.296
Max Mxy 186 104:COMBINA 0.017 -0.032 -0.006 0.003 0.020 -2.748 0.159 0.920
Min Mxy 186 103:COMBINA -0.017 0.032 -0.006 0.003 0.020 2.748 -0.159 -0.920
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Job No Sheet No Rev
Part
Ref
By Date Chd
File Date/Time
30 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 30 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Load 101
X Y
Z
Max AbsoluteN/mm2
= 1.83
LC101 Stress Diagram
Load 102
X Y
Z
Max AbsoluteN/mm2
= 1.83
LC102 Stress Diagram
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By Date Chd
File Date/Time
31 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 31 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Load 103
X Y
Z
Max AbsoluteN/mm2
= 1.86
LC103 Stress Diagram
Load 104
X Y
Z
Max AbsoluteN/mm2
= 1.86
LC104 Stress Diagram
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Ref
By Date Chd
File Date/Time
32 0
BURJ VISTA GRC PANEL F1-12
EMAAR
BURJ VISTA GRC PANEL F1-12
ML 19-Feb-16
20-Feb-2016 09:29F1_12_R0_19FEB16.std
Print Time/Date: 21/02/2016 10:06 Print Run 32 of 3STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Load 105
X Y
Z
Max AbsoluteN/mm2
= 0.129
LC105 Stress Diagram
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Design
Calculated bending stress due to My, f1 = My/Zyy 3.954 n/sqmm
Calculated bending stress due to Mz, f2 = Mz/Zxx 0.014 n/sqmm
Total bending stress, f = f1+f2 3.968 n/sqmm
Flexural Strength, fu = as calculated above 4.631 n/sqmm > f Safe
Calculated shear stress due to Fy, v1 = Fy / A 0.005 n/sqmm
Calculated shear stress due to Fz, v2 = Fz / A 0.214 n/sqmm
Total shear stress, v = vt + vs 0.218 n/sqmm
Shear Strength = as calculated above 1.389 n/sqmm > v Safe
Calculated axial stress due to Fx, p = Fx/A 0.074 n/sqmm
Axial strength, pc = as calculated above 1.389 n/sqmm > p Safe
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Design of 75x75mm Intermediate GRC Rib
Design data: Material Properties
Density of GRC Table 4 of PCI 130 22.400 kn/cum
Modulus of Elasticity, E Table 4 of PCI 130 27586.000 n/sqmm
28 day Shear Strength Table 4 of PCI 130 11.030 n/sqmm
28 day flexural yield strength, fyr = Table 4 of PCI 130 10.340 n/sqmm
Coefficient of variation, Vy = 0.100
Students t = Table A1 of PCI 130 2.326
28 day flexural ultimate strength, fur = Table 4 of PCI 130 24.140 n/sqmm
Coefficient of variation, Vu = 0.100
f'ry = fyr(1-tVy) 7.935 n/sqmm
f'uy = 1/3 fur (1-tVu) 6.175 n/sqmm
f'max = Clause 5.4.1 8.280 n/sqmm
Design aged ultimate flexural strength, f'u = Least of above 3 6.175 n/sqmm
Shape factor, s = 1.000
Flexural Strength, fu = 0.75 s f'u 4.631 n/sqmm
Shear Strength = 0.4(0.75)f'u 1.389 n/sqmm
Axial strength = 0.4(0.75)f'u 1.389 n/sqmm
Forces (Ultimate)
From Staad report, the maximum ultimate forces occur as below
Force, Fx = Causes compression or tension in rib 0.305 kn
Force, Fy = Causes shear in rib 0.024 kn
Force, Fz = Causes shear in rib 0.223 kn
Moment, My = Causes flexure stresses in rib 0.297 kn-m
Moment, Mz = Causes flexure stresses in rib 0.001 kn-m
Sectional Properties
Width, B = 75.000 mm
Depth, D = 75.000 mm
C. S. Area, A = BD 5625.000 sqmm
Section Modulus, Zxx = (1/6) B D D 70312.500 mm3
Section Modulus, Zyy = (1/6) D B B 70312.500 mm3
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Design
Calculated bending stress due to My, f1 = My/Zyy 4.224 n/sqmm
Calculated bending stress due to Mz, f2 = Mz/Zxx 0.014 n/sqmm
Total bending stress, f = f1+f2 4.238 n/sqmm
Flexural Strength, fu = as calculated above 4.631 n/sqmm > f Safe
Calculated shear stress due to Fy, v1 = Fy / A 0.004 n/sqmm
Calculated shear stress due to Fz, v2 = Fz / A 0.040 n/sqmm
Total shear stress, v = vt + vs 0.044 n/sqmm
Shear Strength = as calculated above 1.389 n/sqmm > v Safe
Calculated axial stress due to Fx, p = Fx/A 0.054 n/sqmm
Axial strength = as calculated above 1.389 n/sqmm >p Safe
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Design of 75m x 125mm GRC Rib at panel periphary
Design data: Material Properties
Density of GRC Table 4 of PCI 130 22.400 kn/cum
Modulus of Elasticity, E Table 4 of PCI 130 27586.000 n/sqmm
28 day Shear Strength Table 4 of PCI 130 11.030 n/sqmm
28 day flexural yield strength, fyr = Table 4 of PCI 130 10.340 n/sqmm
Coefficient of variation, Vy = 0.100
Students t = Table A1 of PCI 130 2.326
28 day flexural ultimate strength, fur = Table 4 of PCI 130 24.140 n/sqmm
Coefficient of variation, Vu = 0.100
f'ry = fyr(1-tVy) 7.935 n/sqmm
f'uy = 1/3 fur (1-tVu) 6.175 n/sqmm
f'max = Clause 5.4.1 8.280 n/sqmm
Design aged ultimate flexural strength, f'u = Least of above 3 6.175 n/sqmm
Shape factor, s = 1.000
Flexural Strength, fu = 0.75 s f'u 4.631 n/sqmm
Shear Strength = 0.4(0.75)f'u 1.389 n/sqmm
Axial strength = 0.4(0.75)f'u 1.389 n/sqmm
Forces (Ultimate)
From Staad report, the maximum ultimate forces occur as below
Force, Fx = Causes compression or tension in rib 0.542 kn
Force, Fy = Causes shear in rib 0.058 kn
Force, Fz = Causes shear in rib 0.821 kn
Moment, My = Causes flexure stresses in rib 0.419 kn-m
Moment, Mz = Causes flexure stresses in rib 0.006 kn-m
Sectional Properties
Width, B = 125.000 mm
Depth, D = 75.000 mm
C. S. Area, A = BD 9375.000 sqmm
Section Modulus, Zxx = (1/6) B D D 117187.500 mm3
Section Modulus, Zyy = (1/6) D B B 195312.500 mm3
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Design
Calculated bending stress due to My, f1 = My/Zyy 2.145 n/sqmm
Calculated bending stress due to Mz, f2 = Mz/Zxx 0.051 n/sqmm
Total bending stress, f = f1+f2 2.196 n/sqmm
Flexural Strength, fu = as calculated above 4.631 n/sqmm > f Safe
Calculated shear stress due to Fy, v1 = Fy / A 0.006 n/sqmm
Calculated shear stress due to Fz, v2 = Fz / A 0.088 n/sqmm
Total shear stress, v = vt + vs 0.094 n/sqmm
Shear Strength = as calculated above 1.389 n/sqmm > v Safe
Calculated axial stress due to Fx, p = Fx/A 0.058 n/sqmm
Axial strength, pc = as calculated above 1.389 n/sqmm > p Safe
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Design of 75x125mm Intermediate GRC Rib
Design data: Material Properties
Density of GRC Table 4 of PCI 130 22.400 kn/cum
Modulus of Elasticity, E Table 4 of PCI 130 27586.000 n/sqmm
28 day Shear Strength Table 4 of PCI 130 11.030 n/sqmm
28 day flexural yield strength, fyr = Table 4 of PCI 130 10.340 n/sqmm
Coefficient of variation, Vy = 0.100
Students t = Table A1 of PCI 130 2.326
28 day flexural ultimate strength, fur = Table 4 of PCI 130 24.140 n/sqmm
Coefficient of variation, Vu = 0.100
f'ry = fyr(1-tVy) 7.935 n/sqmm
f'uy = 1/3 fur (1-tVu) 6.175 n/sqmm
f'max = Clause 5.4.1 8.280 n/sqmm
Design aged ultimate flexural strength, f'u = Least of above 3 6.175 n/sqmm
Shape factor, s = 1.000
Flexural Strength, fu = 0.75 s f'u 4.631 n/sqmm
Shear Strength = 0.4(0.75)f'u 1.389 n/sqmm
Axial strength = 0.4(0.75)f'u 1.389 n/sqmm
Forces (Ultimate)
From Staad report, the maximum ultimate forces occur as below
Force, Fx = Causes compression or tension in rib 0.784 kn
Force, Fy = Causes shear in rib 0.272 kn
Force, Fz = Causes shear in rib 2.839 kn
Moment, My = Causes flexure stresses in rib 0.784 kn-m
Moment, Mz = Causes flexure stresses in rib 0.018 kn-m
Sectional Properties
Width, B = 125.000 mm
Depth, D = 75.000 mm
C. S. Area, A = BD 9375.000 sqmm
Section Modulus, Zxx = (1/6) B D D 117187.500 mm3
Section Modulus, Zyy = (1/6) D B B 195312.500 mm3
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Design
Calculated bending stress due to My, f1 = My/Zyy 4.014 n/sqmm
Calculated bending stress due to Mz, f2 = Mz/Zxx 0.154 n/sqmm
Total bending stress, f = f1+f2 4.168 n/sqmm
Flexural Strength, fu = as calculated above 4.631 n/sqmm > f Safe
Calculated shear stress due to Fy, v1 = Fy / A 0.029 n/sqmm
Calculated shear stress due to Fz, v2 = Fz / A 0.303 n/sqmm
Total shear stress, v = vt + vs 0.332 n/sqmm
Shear Strength = as calculated above 1.389 n/sqmm > v Safe
Calculated axial stress due to Fx, p = Fx/A 0.084 n/sqmm
Axial strength = as calculated above 1.389 n/sqmm >p Safe
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8/19/2019 Burj Vista F1 12 Panel Design Rev0 22Feb16
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Design of 16mm diameter Socket Rod
The rod is subjected to shear force due to wind on GRC panel.
Each panel has two guide support at top edge and two at bottom edge
The panel has one such rod at each support
The force in rod (ultimate) is derrived from horizontal reactions at these support points
Forces and Design
Maximum reaction forces occur as below.
Force, Fx = causes shear in rod 0.058 kn
Force, Fz = causes shear in rod 1.934 kn
Force, Fy = No vertical reaction 0.000 kn
Shear Force, P = sqrt(Fx2 + Fz2) 1.935 kn
Diameter of rod, d = 16.000 mm
Effective Sectional Area, A = (Pi/4)(d)(d)(0.8) 160.850 sqmm
Yield strength, py = 250.000 n/sqmm
Capacity, Pt = 0.6(py)(A) 24.127 kn > P Safe
Design of weld
Weld size, w = 6.000 mm
Weld capacity, wc = (0.707)(w)(215)/1000 0.912 kn/mm
Weld length required for p, lr = P/wc 2.121 mm
Weld length provided, lp = Pi (d) 50.265 mm > lr Safe
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Design of 16mm diameter Dowel Rod
The rod is subjected to shear force due to wind on GRC panel.
A typical GRC panel has one such rods at each of the two middle supports.
The force in rod (ultimate) is derrived from horizontal reactions at these support points
Forces and Design
Maximum reaction forces occur as below.
Force, Fx = causes shear in rod 0.005 kn
Force, Fz = causes shear in rod 9.278 kn
Force, Fy = Transferred to bracket by bearing 5.819 kn
Shear Force, P = sqrt(Fx2 + Fz2) 9.278 kn
Diameter of rod, d = 16.000 mm
Effective Sectional Area, A = (Pi/4)(d)(d)(0.8) 160.850 sqmm
Yield strength, py = 250.000 n/sqmm
Capacity, Pt = 0.6(py)(A) 24.127 kn > P Safe
Design of weld
Weld size, w = 6.000 mm
Weld capacity, wc = (0.707)(w)(215)/1000 0.912 kn/mm
Weld length required for p, lr = P/wc 10.173 mm
Weld length provided, lp = Pi (d) 50.265 mm > lr Safe
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By Date Chd
File Date/Time
1 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 1 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Job Information Engineer Checked Approved
Name: ML
Date: 22-Feb-16
Structure Type SPACE FRAME
Number of Nodes 46 Highest Node 46
Number of Plates 33 Highest Plate 33
Number of Basic Load Cases 2
Number of Combination Load Cases 1
Included in this printout are data for:
All The Whole Structure
Included in this printout are results for load cases:
Type L/C Name
Primary 1 LOAD CASE 1 DEAD
Primary 2 LOAD CASE 2 REACTIONS ULTIMATE V
Combination 101 COMBINATION LOAD CASE 101 DEAD+
NodesNode X
(m)
Y
(m)
Z
(m)
1 0.000 0.000 0.000
2 0.250 0.000 0.000
3 0.000 0.250 0.000
4 0.250 0.250 0.000
5 0.050 0.000 0.000
6 0.125 0.000 0.000
7 0.200 0.000 0.000
8 0.000 0.040 0.000
9 0.250 0.040 0.000
10 0.050 0.040 0.000
11 0.125 0.040 0.000
12 0.200 0.040 0.000
13 0.000 0.115 0.000
14 0.250 0.115 0.000
15 0.050 0.115 0.000
16 0.125 0.115 0.000
17 0.200 0.115 0.000
18 0.000 0.190 0.000
19 0.250 0.190 0.000
20 0.050 0.190 0.000
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2 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 2 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Nodes Cont...Node X
(m)
Y
(m)
Z
(m)
21 0.125 0.190 0.000
22 0.200 0.190 0.000
23 0.050 0.250 0.000
24 0.125 0.250 0.000
25 0.200 0.250 0.000
26 0.000 0.250 0.070
27 0.250 0.250 0.070
28 0.050 0.250 0.070
29 0.125 0.250 0.070
30 0.200 0.250 0.07031 0.000 0.250 0.140
32 0.250 0.250 0.140
33 0.050 0.250 0.140
34 0.125 0.250 0.140
35 0.200 0.250 0.140
36 0.000 0.250 0.210
37 0.250 0.250 0.210
38 0.050 0.250 0.210
39 0.125 0.250 0.210
40 0.200 0.250 0.210
41 0.000 0.250 0.280
42 0.250 0.250 0.280
43 0.050 0.250 0.280
44 0.125 0.250 0.280
45 0.200 0.250 0.280
46 0.125 0.000 0.050
PlatesPlate Node A Node B Node C Node D Property
1 1 8 10 5 1
2 5 10 11 6 1
3 6 11 12 7 1
4 7 12 9 2 15 8 13 15 10 1
6 10 15 16 11 1
7 11 16 17 12 1
8 12 17 14 9 1
9 13 18 20 15 1
10 15 20 21 16 1
11 16 21 22 17 1
12 17 22 19 14 1
13 18 3 23 20 1
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File Date/Time
3 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 3 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plates Cont...Plate Node A Node B Node C Node D Property
14 20 23 24 21 1
15 21 24 25 22 1
16 22 25 4 19 1
17 26 3 23 28 1
18 28 23 24 29 1
19 29 24 25 30 1
20 30 25 4 27 1
21 31 26 28 33 1
22 33 28 29 34 1
23 34 29 30 35 124 35 30 27 32 1
25 36 31 33 38 1
26 38 33 34 39 1
27 39 34 35 40 1
28 40 35 32 37 1
29 41 36 38 43 1
30 43 38 39 44 1
31 44 39 40 45 1
32 45 40 37 42 1
33 46 6 24 34 2
Plate ThicknessProp Node A
(cm)
Node B
(cm)
Node C
(cm)
Node D
(cm)
Material
1 1.600 1.600 1.600 1.600 STEEL
2 0.800 0.800 0.800 0.800 STEEL
MaterialsMat Name E
(kN/mm2)
Density
(kg/m3)
(/°C)
1 STEEL 205.000 0.300 7.83E+3 12E -6
2 STAINLESSSTEEL 197.930 0.300 7.83E+3 18E -6
3 ALUMINUM 68.948 0.330 2.71E+3 23E -6
4 CONCRETE 21.718 0.170 2.4E+3 10E -6
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File Date/Time
4 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 4 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
SupportsNode X
(kN/mm)
Y
(kN/mm)
Z
(kN/mm)
rX
(kN-m/deg)
rY
(kN-m/deg)
rZ
(kN-m/deg)
10 Fixed Fixed Fixed - - -
12 Fixed Fixed Fixed - - -
20 Fixed Fixed Fixed - - -
22 Fixed Fixed Fixed - - -
Primary Load CasesNumber Name Type
1 LOAD CASE 1 DEAD Dead
2 LOAD CASE 2 REACTIONS ULTIMATE V Live
Combination Load CasesComb. Combination L/C Name Primary Primary L/C Name Factor
101 COMBINATION LOAD CASE 101 DEAD+ 1 LOAD CASE 1 DEAD 1.40
2 LOAD CASE 2 REACTIONS ULTIMATE V 1.00
0.250m
0.250m
0.280m
X Y
Z
Isometric
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5 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 5 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
2
9
7
12
6
14
11
17
546
19
10
1
16
22
4
8
15
25
21
13
2724
20
30
18
23
32293
35
28
373426
40
33
423931
45
38
4436
43
41
X Y
Z
Nodes
4
3
8
7
2
12
1
6
11
16
5
10
15
33
20
9
14
19
13
2418
2317
2822
2721
3226
3125
30
29
X Y
Z
Elements
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6 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 6 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
X Y
Z
16mm thick plate
X Y
Z
8mm thick stiffener
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File Date/Time
7 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 7 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Load 1
X Y
Z
Dead Load
-5.900 kN9.300 kN
Load 2
X Y
Z
Ultimate Reactions from panel
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8 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 8 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Node Displacement SummaryNode L/C X
(mm)
Y
(mm)
Z
(mm)
Resultant
(mm)
rX
(rad)
rY
(rad)
rZ
(rad)
Max X 2 101:COMBINA 0.001 0.001 0.073 0.073 -0.000 -0.001 -0.000
Min X 1 101:COMBINA -0.001 0.001 0.073 0.073 -0.000 0.001 0.000
Max Y 1 101:COMBINA -0.001 0.001 0.073 0.073 -0.000 0.001 0.000
Min Y 44 101:COMBINA 0.000 -0.972 0.134 0.981 0.007 0.000 -0.000
Max Z 44 101:COMBINA 0.000 -0.972 0.134 0.981 0.007 0.000 -0.000
Min Z 6 101:COMBINA -0.000 -0.006 -0.104 0.104 0.001 0.000 0.000
Max rX 44 101:COMBINA 0.000 -0.972 0.134 0.981 0.007 0.000 -0.000
Min rX 13 101:COMBINA 0.000 0.000 -0.011 0.011 -0.001 0.000 0.000
Max rY 5 101:COMBINA -0.001 0.000 -0.000 0.001 -0.000 0.002 0.000
Min rY 7 101:COMBINA 0.001 0.000 -0.000 0.001 -0.000 -0.002 -0.000Max rZ 45 2:LOAD CASE 0.001 -0.887 0.129 0.897 0.005 -0.000 0.001
Min rZ 43 2:LOAD CASE -0.001 -0.887 0.129 0.897 0.005 0.000 -0.001
Max Rst 44 101:COMBINA 0.000 -0.972 0.134 0.981 0.007 0.000 -0.000
Reactions
Horizontal Vertical Horizontal Moment
Node L/C FX
(kN)
FY
(kN)
FZ
(kN)
MX
(kNm)
MY
(kNm)
MZ
(kNm)
10 1:LOAD CASE -0.010 0.048 0.043 0.000 0.000 0.000
2:LOAD CASE -1.542 3.520 7.367 0.000 0.000 0.000
101:COMBINA -1.556 3.586 7.426 0.000 0.000 0.00012 1:LOAD CASE 0.010 0.048 0.043 0.000 0.000 0.000
2:LOAD CASE 1.542 3.520 7.367 0.000 0.000 0.000
101:COMBINA 1.556 3.586 7.426 0.000 0.000 0.000
20 1:LOAD CASE -0.004 0.041 -0.043 0.000 0.000 0.000
2:LOAD CASE -1.154 -0.570 -12.017 0.000 0.000 0.000
101:COMBINA -1.159 -0.512 -12.076 0.000 0.000 0.000
22 1:LOAD CASE 0.004 0.041 -0.043 0.000 0.000 0.000
2:LOAD CASE 1.154 -0.570 -12.017 0.000 0.000 0.000
101:COMBINA 1.159 -0.512 -12.076 0.000 0.000 0.000
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9 0
BURJ VISTA PANEL F1-12 BRACKET BKT1
EMAAR
BURJ VISTA PANEL F1-12 BRACKET BKT1
ML 22-Feb-16
22-Feb-2016 21:03BKT1_22Feb16.std
Print Time/Date: 22/02/2016 21:13 Print Run 9 of 1STAAD.Pro V8i (SELECTseries 6) 20.07.11.33
Plate Center Stress Summary Shear Membrane Bending
Plate L/C Qx
(N/mm2)
Qy
(N/mm2)
Sx
(N/mm2)
Sy
(N/mm2)
Sxy
(N/mm2)
Mx
(kNm/m)
My
(kNm/m)
Mxy
(kNm/m)
Max Qx 22 101:COMBINA 3.110 -2.130 5.743 -0.081 -1.434 -2.018 -0.860 -0.047
Min Qx 13 101:COMBINA -5.431 1.691 1.934 -0.443 0.302 0.608 0.280 -0.072
Max Qy 2 101:COMBINA -3.165 6.309 4.807 4.109 -4.153 -0.321 1.204 0.451
Min Qy 3 101:COMBINA -3.165 -6.309 4.807 4.109 4.153 -0.321 1.204 -0.451
Max Sx 22 101:COMBINA 3.110 -2.130 5.743 -0.081 -1.434 -2.018 -0.860 -0.047
Min Sx 33 101:COMBINA 0.000 -0.000 -8.053 -20.080 11.306 0.000 -0.000 0.000
Max Sy 2 101:COMBINA -3.165 6.309 4.807 4.109 -4.153 -0.321 1.204 0.451
Min Sy 33 101:COMBINA 0.000 -0.000 -8.053 -20.080 11.306 0.000 -0.000 0.000
Max Sxy 33 101:COMBINA 0.000 -0.000 -8.053 -20.080 11.306 0.000 -0.000 0.000Min Sxy 2 101:COMBINA -3.165 6.309 4.807 4.109 -4.153 -0.321 1.204 0.451
Max Mx 9 101:COMBINA 2.368 1.408 0.818 0.059 -0.841 1.984 0.566 0.257
Min Mx 26 101:COMBINA -2.694 -2.544 2.255 -1.013 -1.921 -2.727 -0.912 0.152
Max My 2 101:COMBINA -3.165 6.309 4.807 4.109 -4.153 -0.321 1.204 0.451
Min My 26 101:COMBINA -2.694 -2.544 2.255 -1.013 -1.921 -2.727 -0.912 0.152
Max Mxy 5 101:COMBINA 2.908 -0.692 -0.
