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A two-story single‑bay frame structure is subjected to earthquake loading. Modulus of elasticity and cross‑section of the frame beams are much larger than those of the columns, so the beams can be considered rigid. Elastic response spectrum is given by the SIA 261/1:2003 standard.
Model Used in
Verification Example 000074 | 2
| Number of Nodes | 8 |
| Number of Members | 8 |
| Dimensions (Metric) | 5.500 x 0.500 x 10.500 m |
| Dimensions (Imperial) | 18.04 x 1.64 x 34.45 feet |
| Program Version | 8.07.03 |
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