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[Base] Shell02 – Straight Beam with Static Loads
[Base] Shell02 – Straight Beam with Static Loads
Result Comparision
App
Object Link: https://openbrim.org/objid8n4c4jwt55je6wvd7hulp.project
Library
Object Link: https://openbrim.org/objidqy5k37frzawgdwjugvidp.libobj
Load Case And Type | Model And Element Shape | Output Parameter | OpenBrIM | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference (OpenBrIM vs Independent) |
---|---|---|---|---|---|---|---|
Axial Extension | A- Rectangle |
Average of jts 7 and 14 in | xa1: | 0.00003 | 0.00003 | 0.00% | xa1; |
B - Trapezoid | xb1: | 0.00003 | 0.00% | xb1; | |||
C - Parallelogram | xc1: | 0.00003 | 0.00% | xc1; | |||
D - Triangle 2 | xd1: | 0.00003 | 0.00% | xd1; | |||
E – Triangle 4 | xe1: | 0.00003 | 0.00% | xe1; | |||
Load case 2 In-plane shear and bending | A- Rectangle |
in | za2: | 0.1072 |
| -1% | za2; |
B - Trapezoid | zb2: | 0.0227 | -79% | zb2; | |||
C - Parallelogram | zc2: | 0.0804 | -26% | zc2; | |||
D - Triangle 2 | zd2: | 0.0032 | -97% | zd2; | |||
E – Triangle 4 | ze2: | 0.0066 | -94% | ze2; | |||
Load case 3 Out-of-plane shear and bending | A- Rectangle | Uy in | ya3: | 0.4320 | 0.43210 | 0% | ya3; |
B - Trapezoid | yb3: | 0.4322 | 0% | yb3; | |||
C - Parallelogram | yc3: | 0.4322 | 0% | yc3; | |||
D - Triangle 2 | yd3: | 0.4296 | -1% | yd3; | |||
E – Triangle 4 | ye3: | 0.4314 | 0% | ye3; |
Load Case And Type | Model And Element Shape | Output Parameter | OpenBrIM | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference (OpenBrIM vs Independent) |
---|---|---|---|---|---|---|---|
Load case 4 Twist | A- Rectangle |
in | ya4: | 0.00233 | 0.00341 | -32% | ya4; |
B - Trapezoid | yb4: | 0.00233 | -32% | yb4; | |||
C - Parallelogram | yc4: | 0.00233 | -32% | yc4; | |||
D - Triangle 2 | yd4: | 0.00231 | -32% | yd4; | |||
E – Triangle 4 | ye4: | 0.00230 | -33% | ye4; | |||
Load case 5 In-Plane Moment | A- Rectangle | Ux in | xa5: | 8.990E-04 | 0.0009 | 0% | xa5; |
B - Trapezoid | xb5: | 1.395E-04 | -85% | xb5; | |||
C - Parallelogram | xc5: | 7.225E-04 | -20% | xc5; | |||
D - Triangle 2 | xd5: | 0.265E-04 | -97% | xd5; | |||
E – Triangle 4 | xe5: | 0.550E-04 | -94% | xe5; | |||
Load case 6 Out-of-Plane Moment | A- Rectangle |
radians | za6: | 0.036 | 0.036 | 0.00% | za6; |
B - Trapezoid | zb6: | 0.036 | 0.00% | zb6; | |||
C - Parallelogram | zc6: | 0.036 | 0.00% | zc6; | |||
D - Triangle 2 | zd6: | 0.036 | 0.00% | zd6; | |||
E – Triangle 4 | ze6: | 0.036 | 0.00% | ze6; |
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