...
Sources
- Timoshenko, S. and Wionowsky-Krieger, S.,"Theory of Plates and Shells", McGraw-Hill Book Co., N.Y., 1959.
- "EASE2 - Elastic Analysis for Structural Engineering - Example Problem Manual," Engineering Analysis Corporation, 1981, pp. 1.05.
- LARSA 4D
Result Comparison
Independent1Independent (Timoshenko) | Independent2Larsa | OpenBrIM | Percent Difference (Larsa vs Independent1Independent) | Percent Difference (OpenBrIM vs Independent1) | Percent Difference (Larsa vs Independent2) | Percent Difference (OpenBrIM vs Independent2) | Independent) | ||
|---|---|---|---|---|---|---|---|---|---|
| Vertical Displacements (inch) | |||||||||
| Station=0 | 0.0000 | 0.0000 | 0.0000 | 0.0000 | 0% | 0% | 0% | 0% | |
| Station=12 | -0.1693-0.169 | -0.1693 | -0.1693 | 0% | 0%0.1775% | 0.1775% | |||
| Station=24 | -0.3331 | -0. | 332-0.3331 | -0.3331 | 0% | 0% | 0.3313% | 0.3313% | |
| Station=36 | -0.4870-0.486 | -0.4870 | -0.4870 | 0% | 0% | 0.2058% | 0.2058% | ||
| Station=48 | -0.6270-0.625 | -0.6270 | -0.6270 | 0% | 0% | 0.32% | 0.32% | ||
| Station=60 | -0.7502 | -0. | 748-0.7502 | -0.7502 | 0% | 0% | 0.2941% | 0.2941% | |
| Station=72 | -0.8541-0.852 | -0.8541 | -0.8541 | 0% | 0% | 0.2465% | 0.2465% | ||
| Station=84 | -0.9367 | -0. | 935-0.9367 | -0.9367 | 0% | 0% | 0.1818% | 0.1818% | |
| Station=96 | -0.9967 | -0. | 995-0.9967 | -0.9967 | 0% | 0% | 0,1709% | 0,1709% | |
| Station=108 | -1.0331-1.031 | -1.0331 | -1.0331 | 0% | 0%0,2037% | 0,2037% | |||
| Station=120 | -1.0453 | -1. | 043-1.0453 | -1.0453 | 0% | 0% | 0,2205% | 0,2205% | |
| Bending Moment (lb-inch) | |||||||||
| Station=0 | 0 | 0 | |||||||
| Station=12 | 34209 | 34209 | |||||||
| Station=24 | 62803 | 62803 | |||||||
| Station=36 | 86397 | 86397 | |||||||
| Station=48 | 105570 | 105567 | |||||||
| Station=60 | 120840 | 123839 | |||||||
| Station=72 | 132670 | 132674 | |||||||
| Station=84 | 141460 | 141463 | |||||||
| Station=96 | 147520 | 147515 | |||||||
| Station=108 | 151060 | 151055 | |||||||
| Station=120 | 152220 | 152220 | |||||||