![]() ![]() This seems unrealistic, and doesn't agree with the results of analyzing the wall per TMS/ACI, per TEK 14-11B, and per Tedds which all agree on a service load deflection of 0.022 in. I've fixed the bottom nodes of the wall, and after running the analysis I'm getting a joint displacement at the top of the wall of 3.542 in. There's also a 6'4" X 7'4" double door opening in the center of the wall. LL = 5 psf lateral interior wall load (I've seen some say they analyze this as a WL, code seems vague and treating it as a LL is more conservative) ![]() I'm designing an interior 8" NLB CMU wall, and I'm not sure why my deflection in the RISA-3D model is so large.Īs a cantilevered interior wall I've got:ĭL = 70 plf downward from a metal stud/gyp. ![]()
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