Now let’s look at the wind loading on the shop eaves. We ignored them previously, as we were getting `big picture’ wind loads on the building as a whole … or at least an 8-ft `swath’ of building, as a …

Wind Load on Shop Eaves – ASCE 7-22 – Envelope Procedure – MWFRS Read more »

In an earlier example (here) we looked at the total horizontal force acting on an 8-foot `swath’ of a shop building, the idea being that the shop is supported by trusses on posts at 8 foot (ft) on center (o.c.), …

Wind Load on a Shop – Envelope Procedure – Part 3 – Vertical (Uplift) Forces Read more »