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ASCE 113 Vertical Seismic Forces
Can anyone explain to me how vertical forces due to seismic loading are accounted for in the load combination in this publication? I am familiar with the IBC provisions of 0.2*Sds*D and applying this term with the dead load factor. However, since the load combinations in this ASCE publications...- martintstruct
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- Replies: 6
- Forum: Seismology engineering
