Result Comparision
App
Object Link: https://openbrim.org/objidar6uaao2nsj9p2bhe9ns5.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 | 0.00003 | 0.00% | xa1%: 0.00% |
| B - Trapezoid | xb1: 0.00003 | 0.00003 | 0.00% | xb1%: 0.00% | |||
| C - Parallelogram | xc1: 0.00003 | 0.00003 | 0.00% | xc1%: 0.00% | |||
| D - Triangle 2 | xd1: 0.00003 | 0.00003 | 0.00% | xd1%: 0.00% | |||
| E – Triangle 4 | xe1: 0.00003 | 0.00003 | 0.00% | xe1%: 0.00% | |||
Load case 2 In-plane shear and bending | A- Rectangle |
in | za2: 0.09768 | 0.1072 |
| -1% | za2%: -9.64% |
| B - Trapezoid | zb2: 0.08817 | 0.0227 | -79% | zb2%: -18.44% | |||
| C - Parallelogram | zc2: 0.09755 | 0.0804 | -26% | zc2%: -9.76% | |||
| D - Triangle 2 | zd2: 0.11573 | 0.0032 | -97% | zd2%: 7.06% | |||
| E – Triangle 4 | ze2: 0.00865 | 0.0066 | -94% | ze2%: -92.00% | |||
Load case 3 Out-of-plane shear and bending | A- Rectangle | Uy in | ya3: 0.43200 | 0.4320 | 0.43210 | 0% | ya3%: 0% |
| B - Trapezoid | yb3: 0.43227 | 0.4322 | 0% | yb3%: 0% | |||
| C - Parallelogram | yc3: 0.43219 | 0.4322 | 0% | yc3%: 0% | |||
| D - Triangle 2 | yd3: 0.42844 | 0.4296 | -1% | yd3%: -1% | |||
| E – Triangle 4 | ye3: 0.42900 | 0.4314 | 0% | ye3%: -1% |
| 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 | 0.00233 | 0.00341 | -32% | ya4%: -32% |
| B - Trapezoid | yb4: 0.00233 | 0.00233 | -32% | yb4%: -32% | |||
| C - Parallelogram | yc4: 0.00233 | 0.00233 | -32% | yc4%: -32% | |||
| D - Triangle 2 | yd4: 0.00219 | 0.00231 | -32% | yd4%: -32% | |||
| E – Triangle 4 | ye4: 0.00201 | 0.00230 | -33% | ye4%: -41.03% | |||
Load case 5 In-Plane Moment | A- Rectangle | Ux in | xa5: 0.00082 | 8.990E-04 | 0.0009 | 0% | xa5%: -8.89% |
| B - Trapezoid | xb5: 0.00074 | 1.395E-04 | -85% | xb5%: -17.78% | |||
| C - Parallelogram | xc5: 0.00082 | 7.225E-04 | -20% | xc5%: -8.89% | |||
| D - Triangle 2 | xd5: 0.00097 | 0.265E-04 | -97% | xd5%: 7.78% | |||
| E – Triangle 4 | xe5: 0.00007 | 0.550E-04 | -94% | xe5%: -92.22% | |||
Load case 6 Out-of-Plane Moment | A- Rectangle |
radians | za6: 0.036 | 0.036 | 0.036 | 0.00% | za6%: 0.00% |
| B - Trapezoid | zb6: 0.036 | 0.036 | 0.00% | zb6%: 0.00% | |||
| C - Parallelogram | zc6: 0.036 | 0.036 | 0.00% | zc6%: 0.00% | |||
| D - Triangle 2 | zd6: 0.036 | 0.036 | 0.00% | zd6%: 0.00% | |||
| E – Triangle 4 | ze6: 0.036 | 0.036 | 0.00% | ze6%: 0.00% |
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