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Mr. David Brosig, P.E., M.ASCE

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RE: ASCE 7-16, Chapter 13, Item 3.3.1.1

Posted By David Brosig 03-06-2023 06:39 PM
Found In Egroup: Peer-to-Peer Standards Exchange \ view thread

A big issue I have is that the independent structures to be designed will be secured to an existing 8 inches thick concrete slab and the anchorage may be quite difficult to achieve with the overstrength factor. I do not want to overdesign, but still want to comply with the minimum ASCE 7-16 Code requirements. ...

ASCE 7-16, Chapter 13, Item 3.3.1.1

Posted By David Brosig 03-03-2023 12:28 PM
Found In Egroup: Peer-to-Peer Standards Exchange \ view thread

ASCE 7 -16 Chapter 13 discusses requirements for support of non-structural components such as cable trays. ASCE 7-16, Chapter 13, Item 3.3.1.1 gives some equations for horizontal forces for seismic design for components that include an importance factor. The importance factor is given by that stated ...