ap and Rp for steel trellis?
ap and Rp for steel trellis?
(OP)
I am designing a steel trellis and was instructed by our principal engineer to use ASCE 7 Chapter 13 to determine the seismic loads. I am looking at Table 13.5-1 (Coefficients for Architectural components), but I am not sure what I should be using for ap and Rp. It doesnt seem like any of the categories apply. Somebody please help?






RE: ap and Rp for steel trellis?
RE: ap and Rp for steel trellis?