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Utilization Ratio

This document contains utilization ratio data for the structural analysis of a space frame structure with 373 nodes and 130 elements. It provides the load combinations and cases analyzed, and lists utilization ratios for each beam element under the combination load case 3, with ratios ranging from 0.003 to 0.303 and all below the allowable limit of 1.000. Key metrics reported include the highest node, number of plates and beams, and load cases analyzed.

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167 views3 pages

Utilization Ratio

This document contains utilization ratio data for the structural analysis of a space frame structure with 373 nodes and 130 elements. It provides the load combinations and cases analyzed, and lists utilization ratios for each beam element under the combination load case 3, with ratios ranging from 0.003 to 0.303 and all below the allowable limit of 1.000. Key metrics reported include the highest node, number of plates and beams, and load cases analyzed.

Uploaded by

jasekan.dc
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
You are on page 1/ 3

Job No Sheet No Rev

1
Part
Software licensed to Tann
Job Title Ref

By Date14-Feb-17 Chd

Client File Structure1.std Date/Time 15-Feb-2017 16:35

Job Information
Engineer Checked Approved

Name:
Date: 14-Feb-17

Structure Type SPACE FRAME

Number of Nodes 373 Highest Node 373


Number of Elements 130 Highest Beam 450
Number of Plates 304 Highest Plate 438

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 SELFWEIGHT
Primary 2 LIVE LOAD
Combination 3 COMBINATION LOAD CASE 3

Utilization Ratio
Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
1 PIPE PIPE 0.303 1.000 0.303 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
3 PIPE PIPE 0.259 1.000 0.259 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
4 PIPE PIPE 0.210 1.000 0.210 EC-6.3.3-662 3 3.016 8.701 8.701 17.402
5 PIPE PIPE 0.079 1.000 0.079 EC-6.3.3-661 3 3.016 8.701 8.701 17.402
6 PIPE PIPE 0.267 1.000 0.267 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
7 PIPE PIPE 0.003 1.000 0.003 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
8 PIPE PIPE 0.183 1.000 0.183 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
9 PIPE PIPE 0.303 1.000 0.303 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
10 PIPE PIPE 0.267 1.000 0.267 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
11 PIPE PIPE 0.003 1.000 0.003 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
12 PIPE PIPE 0.183 1.000 0.183 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
13 PIPE PIPE 0.259 1.000 0.259 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
14 PIPE PIPE 0.210 1.000 0.210 EC-6.3.3-662 3 3.016 8.701 8.701 17.402
15 PIPE PIPE 0.079 1.000 0.079 EC-6.3.3-661 3 3.016 8.701 8.701 17.402
16 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
17 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
19 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
20 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
22 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
23 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
25 PIPE PIPE 0.287 1.000 0.287 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
26 PIPE PIPE 0.079 1.000 0.079 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
27 PIPE PIPE 0.107 1.000 0.107 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
28 PIPE PIPE 0.057 1.000 0.057 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
29 PIPE PIPE 0.017 1.000 0.017 EC-6.2.7(5) 3 2.262 3.676 3.676 7.351
30 PIPE PIPE 0.048 1.000 0.048 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
31 PIPE PIPE 0.060 1.000 0.060 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
32 PIPE PIPE 0.045 1.000 0.045 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
33 PIPE PIPE 0.046 1.000 0.046 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
34 PIPE PIPE 0.039 1.000 0.039 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
35 PIPE PIPE 0.050 1.000 0.050 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351

Print Time/Date: 15/02/2017 16:37 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Print Run 1 of 3
Job No Sheet No Rev
2
Part
Software licensed to Tann
Job Title Ref

By Date14-Feb-17 Chd

Client File Structure1.std Date/Time 15-Feb-2017 16:35

Utilization Ratio Cont...


Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
36 PIPE PIPE 0.034 1.000 0.034 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
49 PIPE PIPE 0.007 1.000 0.007 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
51 PIPE PIPE 0.012 1.000 0.012 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
53 PIPE PIPE 0.164 1.000 0.164 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
57 PIPE PIPE 0.065 1.000 0.065 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
61 PIPE PIPE 0.041 1.000 0.041 EC-6.3.3-662 3 2.262 3.676 3.676 7.351
65 PIPE PIPE 0.057 1.000 0.057 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
72 PIPE PIPE 0.120 1.000 0.120 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
76 PIPE PIPE 0.137 1.000 0.137 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
80 PIPE PIPE 0.133 1.000 0.133 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
84 PIPE PIPE 0.107 1.000 0.107 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
91 PIPE PIPE 0.133 1.000 0.133 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
95 PIPE PIPE 0.137 1.000 0.137 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
99 PIPE PIPE 0.120 1.000 0.120 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
103 PIPE PIPE 0.079 1.000 0.079 EC-6.3.3-661 3 2.262 3.676 3.676 7.351
110 PIPE PIPE 0.041 1.000 0.041 EC-6.3.3-662 3 2.262 3.676 3.676 7.351
114 PIPE PIPE 0.065 1.000 0.065 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
118 PIPE PIPE 0.164 1.000 0.164 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
122 PIPE PIPE 0.287 1.000 0.287 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
124 PIPE PIPE 0.007 1.000 0.007 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
126 PIPE PIPE 0.012 1.000 0.012 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
129 PIPE PIPE 0.149 1.000 0.149 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
131 PIPE PIPE 0.114 1.000 0.114 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
133 PIPE PIPE 0.078 1.000 0.078 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
135 PIPE PIPE 0.041 1.000 0.041 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
137 PIPE PIPE 0.027 1.000 0.027 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
143 PIPE PIPE 0.027 1.000 0.027 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
149 PIPE PIPE 0.032 1.000 0.032 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
155 PIPE PIPE 0.045 1.000 0.045 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
157 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
159 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
161 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
163 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
170 PIPE PIPE 0.050 1.000 0.050 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
176 PIPE PIPE 0.054 1.000 0.054 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
182 PIPE PIPE 0.056 1.000 0.056 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
188 PIPE PIPE 0.060 1.000 0.060 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
190 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
192 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
194 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
196 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
203 PIPE PIPE 0.056 1.000 0.056 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
209 PIPE PIPE 0.054 1.000 0.054 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
215 PIPE PIPE 0.050 1.000 0.050 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
221 PIPE PIPE 0.048 1.000 0.048 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
223 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
225 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
227 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
229 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
236 PIPE PIPE 0.032 1.000 0.032 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
242 PIPE PIPE 0.027 1.000 0.027 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
248 PIPE PIPE 0.027 1.000 0.027 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
254 PIPE PIPE 0.017 1.000 0.017 EC-6.2.7(5) 3 2.262 3.676 3.676 7.351
256 PIPE PIPE 0.149 1.000 0.149 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
258 PIPE PIPE 0.114 1.000 0.114 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
260 PIPE PIPE 0.078 1.000 0.078 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
262 PIPE PIPE 0.041 1.000 0.041 EC-6.2.9.1 3 3.016 8.701 8.701 17.402

Print Time/Date: 15/02/2017 16:37 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Print Run 2 of 3
Job No Sheet No Rev
3
Part
Software licensed to Tann
Job Title Ref

By Date14-Feb-17 Chd

Client File Structure1.std Date/Time 15-Feb-2017 16:35

Utilization Ratio Cont...


Beam Analysis Design Actual Allowable Ratio Clause L/C Ax Iz Iy Ix
Property Property Ratio Ratio (Act./Allow.) (cm2) (cm4) (cm4) (cm4)
265 PIPE PIPE 0.059 1.000 0.059 EC-6.3.3-661 3 3.016 8.701 8.701 17.402
266 PIPE PIPE 0.033 1.000 0.033 EC-6.2.7(5) 3 2.262 3.676 3.676 7.351
268 PIPE PIPE 0.042 1.000 0.042 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
270 PIPE PIPE 0.026 1.000 0.026 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
272 PIPE PIPE 0.013 1.000 0.013 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
274 PIPE PIPE 0.004 1.000 0.004 EC-6.2.6-(Y) 3 3.016 8.701 8.701 17.402
277 PIPE PIPE 0.035 1.000 0.035 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
284 PIPE PIPE 0.035 1.000 0.035 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
291 PIPE PIPE 0.026 1.000 0.026 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
298 PIPE PIPE 0.034 1.000 0.034 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
311 PIPE PIPE 0.040 1.000 0.040 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
318 PIPE PIPE 0.042 1.000 0.042 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
325 PIPE PIPE 0.045 1.000 0.045 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
332 PIPE PIPE 0.047 1.000 0.047 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
339 PIPE PIPE 0.050 1.000 0.050 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
352 PIPE PIPE 0.047 1.000 0.047 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
359 PIPE PIPE 0.045 1.000 0.045 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
366 PIPE PIPE 0.042 1.000 0.042 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
373 PIPE PIPE 0.040 1.000 0.040 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
380 PIPE PIPE 0.039 1.000 0.039 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
393 PIPE PIPE 0.026 1.000 0.026 EC-6.2.3 (T) 3 2.262 3.676 3.676 7.351
400 PIPE PIPE 0.035 1.000 0.035 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
407 PIPE PIPE 0.035 1.000 0.035 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
414 PIPE PIPE 0.033 1.000 0.033 EC-6.2.7(5) 3 2.262 3.676 3.676 7.351
421 PIPE PIPE 0.046 1.000 0.046 EC-6.2.9.1 3 2.262 3.676 3.676 7.351
428 PIPE PIPE 0.059 1.000 0.059 EC-6.3.3-661 3 3.016 8.701 8.701 17.402
430 PIPE PIPE 0.042 1.000 0.042 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
432 PIPE PIPE 0.026 1.000 0.026 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
434 PIPE PIPE 0.013 1.000 0.013 EC-6.2.9.1 3 3.016 8.701 8.701 17.402
436 PIPE PIPE 0.004 1.000 0.004 EC-6.2.6-(Y) 3 3.016 8.701 8.701 17.402
439 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
440 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
441 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
442 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
443 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
444 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
445 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
446 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
447 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
448 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
449 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333
450 Rect 0.01x0. Rect 0.01x0. 0.000 1.000 0.000 3.000 0.090 6.250 0.333

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Print Time/Date: 15/02/2017 16:37 STAAD.Pro V8i (SELECTseries 4) 20.07.09.31 Print Run 3 of 3

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