If you have a builidng that requires an Importance Factor of 1.15 for wind (per ASCE-7), can this factor be waived in non-life safety situations? For example, it is neccesary to design metal stud backup of brick veneer for a deflection criteria of L/600? I don't believe this is addressed in...
If you have a builidng that requires an Importance Factor of 1.15 for wind (per ASCE-7), can this factor be waived in non-life safety situations? For example, it is neccesary to design metal stud backup of brick veneer for a deflection criteria of L/600? I don't believe this is addressed in...
I've been practicing for 26 years and never thought about this question recently posed to me by a contractor. Why do we need a "granular capillary break" if there is a vapor barrier? I can see the need if there is groundwater present; the capillary break will provide a conduit for ground water...
I have a question that requires engineering judgement because I don't believe the Code nor the Guide to the Wind Load Provisions addresses this question. I have made my judgement, but would like input from others.
I am working on a structure that has a large sprawing low roof surrounding a...
