Kom3
Structural
- Nov 20, 2019
- 36
Has anyone ever put design load assumptions on their structural drawings? I am analyzing an existing pipe rack for additional loading and the client suggests the original loading is 20 psf. This seems reasonable as the pipes here are no more than 4". This is not a refinery where 40 psf is the industry standard. The original loading in this case is critical as I need it to do the 5%/10% utilization increase allowance for existing structures per IBC. Even though it is reasonable, I can't find the original drawings or calculations to verify this. Can/should I put this assumption and state it as "per client" on the structural drawings? I will put it in the calcs but few will keep/look at those calcs in the future.
Regards.
Regards.