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Hi everyone, Are there any structural design standards or specification for design of storage containers specially for lateral loads Thanks

Hi All Quick question--- working on small job where owner wants to use shiplap boards for his/her front porch--roughly 10*30. My first job though, of this kind. I'm thinking of doing grade beams for perimeter and center and simply installing shiplap boards on top. Would appreciate feedback if...

Hi I have a hollow core system that has load bearing walls running on top of it—- perpendicular to span of hollow core system and there are still some hollow core slabs which are subject to additional point load, or running load parallel to its span, would you still use load distribution for...

Hi All Working on a podium job that’s in SDC B. The overall building design is by EOR and our contract is limited to sizing the gravity members including gravity columns at the podium/transfer lever for loads shown on EOR’s structural plans. Interestingly, they have lots of wood walls, bearing...

Hi All, I am working on a 'podium/transfer' level design that has columns and walls landing on its slabs and beams from floor above. The entire podium is going to be topped with 4" concrete topping. The columns and walls transfer not just the usual gravity loads but seismic loads that are shown...

Hi All, I am working on a 'podium' level design that has columns and walls landing on its slabs and beams from floor above. The entire podium is going to be topped with 4" concrete topping. The columns and walls transfer not just the usual gravity loads but seismic loads that are shown to act in...