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@AaronMcD , Because I can't use envelope procedure for low rise buildings . Per ASCE 7-16 low rise building has 2 conditions 1- Mean roof height h less than or equal to 60 ft 2- Mean roof height h does not exceed the least horizontal dimension. I am designing a motel has a Mean roof height...

Hi, I am looking for software or Exel sheet that will calculate the wind pressure based on ASCE 7-10 or ASCE 7-16 using the MWFRS Directional procedure. so far I found two anyone have exprince with that can give me advice #1 Wind simple - S. K. Ghosh Associates Inc...

and how much a project like this would coast averagely?

Here is some pictures, let me know your thoughts

@Aesur thanks for your respond, yes I will do that now I have a better understanding. I also got examples from woodworks. let me ask you guys a question so as I mentioned, I am working on a 3 story wood frame structure over a podium slab. located at AE zone 140 mph wind speed first wood...

So its - wood framed floor w/drywall underside => D.L = 15-20 psf - partions => D.L = 10 psf and its slightly different - M&E => D.L = 5-10 psf added for comercial. - conventional wood framed roof => D.L = 15 psf I know that this is just common practice and its different from one to...

jayrod12 thanks a lot that's really helpful I am kind of having a hard time already due to units difference from metric to Imperial. what about the Roof dead load as own weight and do you add any more dead load on it aside of its own weight? thanks again

Hi, I am a structural engineer used to work in Egypt just moved to USA I used to work with concrete so my experience is limited with the wood framing and I am working on a 4 story hotel building with a concrete podium and 3 wood framing stories. I have a problem with determining the loads...