Example Description
...
- The specification of
- Joint patterns
- The application of
- Temperature increase
- Transverse temperature gradient
- The calculation of
- Displacements in free expansion
- Reaction forces in restrained cases caused by temperature loads
Results Comparison
Library
Object Link: https://bim.aecbolt.com/objidq7qba03vlgl3gkos8sbhh3.libobj
Model A:Free-End Cantilever
Load Case | Output Parameter |
|---|
AEC|BOLT BIM Cloud App | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference ( |
|---|
AEC|BOLT BIM Cloud App vs Independent) | ||||||
|---|---|---|---|---|---|---|
| 1 | Ux (free end) (in) | 0.0013 | 0.00130 | 0.00130 | 0% | 0.0004% |
| 3 | Uz (free end) (in) | -0.0065 | -0.00650 | -0.00650 | 0% | 0.0008% |
Model B:Propped Cantilever
Load Case | Output Parameter |
|---|
AEC|BOLT BIM Cloud App | SAP2000 | Independent | Percent Difference (SAP2000 vs Independent) | Percent Difference ( |
|---|
AEC|BOLT BIM Cloud App vs Independent) | ||||||
|---|---|---|---|---|---|---|
| 1 | Fx (at prop) (kips) | -22.61985 | -22.62 | -22.62 | 0% | 0.00067% |
| 3 | Fz (at prop) (kips) | 2.54483 | 2.545 | 2.545 | 0% | 0.00659% |