Example Description
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Results Comparison
| Output ParameterOpenBrIM | AEC|BOLT BIM Cloud App | SAP2000 | Independent | Pecent Percent Difference OpenBrIM AEC|BOLT BIM Cloud App - Independent | Pecent Percent Difference SAP2000- Independent |
|---|---|---|---|---|---|
| Mode 1 period (sec) | 1.2733 | 1.2732 | 1.2732 | 0.04% | 0% |
| Mode 2 period (sec) | 0.4323 | 0.4313 | 0.4313 | 0.05% | 0% |
| Mode 3 period (sec) | 0.244 | 0.2420 | 0.2420 | 0% | 0% |
| Mode 4 period (sec) | 0.1601 | 0.1602 | 0.1602 | 0.06% | 0% |
| Mode 5 period (sec) | 0.119 | 0.1190 | 0.1190 | 0% | 0% |
| Mode 6 period (sec) | 0.0951 | 0.0951 | 0.0951 | 0% | 0% |
| Mode 7 period (sec) | 0.0796 | 0.0795 | 0.0795 | 0.1% | 0% |
Static Lateral Analysis Results (Load case LAT)
| Output ParameterOpenBrIM | AEC|BOLT BIM Cloud App | SAP2000 | Independent | Pecent Percent Difference OpenBrIM AEC|BOLT BIM Cloud App - Independent | Pecent Percent Difference SAP2000- Independent |
|---|---|---|---|---|---|
| Ux at joint 22 (in) | 1.45076 | 1.45076 | 1.45076 | 0% | 0% |
| Axial force in frame 1 (kip) | 69.99 | 69.99 | 69.99 | 0% | 0% |
| Moment in frame 1 at joint 1 (k-in) | 2324.6969 | 2324.68 | 2324.68 | 0% | 0% |
Response Spectrum Analysis Results (Load case SPECSRSS)
| Output ParameterOpenBrIM | AEC|BOLT BIM Cloud App | SAP2000 | Independent | Pecent Percent Difference OpenBrIM AEC|BOLT BIM Cloud App - Independent | Pecent Percent Difference SAP2000- Independent |
|---|---|---|---|---|---|
| Ux at joint 22 (in) | 5.4325 | 5.436 | 5.438 | 0.1% | 0% |
| Axial force in frame 1 (kip) | 261.5752 | 261.7 | 261.8 | 0% | 0% |
| Moment in frame 1 at joint 1 (k-in) | 9915.6056 | 9864 | 9868 | 0.48% | 0% |
Response Spectrum Analysis Results (Load case SPECCQC)
| Output ParameterOpenBrIM | AEC|BOLT BIM Cloud App | SAP2000 | Independent | Pecent Percent Difference OpenBrIM AEC|BOLT BIM Cloud App - Independent | Pecent Percent Difference SAP2000- Independent |
|---|---|---|---|---|---|
| Ux at joint 22 (in) | 5.4325 | 5.431 | 5.438 | 0.1% | 0% |
| Axial force in frame 1 (kip) | 261.5752 | 261.5 | 261.8 | 0% | 0% |
| Moment in frame 1 at joint 1 (k-in) | 9915.6056 | 9916 | 9868 | 0.48% | 0.49% |
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