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Client: BECU-EVERETT WA P2 Job# CS18-181 IATM ID#: n/a <br /> Address: EVERETT,WA 98204 Date: 9/2018 1 0 <br /> USD Governing Load Cases 0.9D+1.0W <br /> Foundation Reactions-Anchorage (o.9-.2 SDS)D+OoE <br /> VEQ 5400 lbs (@0 forces) <br /> VWIND 1361 lbs (@1.0 Load Factor) <br /> MEQ 432000 in-lb( @f)forces) <br /> MWIND -83002 in-lb( @ 1.0 Load Factor) <br /> MR 114599 lb-in(@ 0.9 Load Factor) <br /> VMAx 5400 lb <br /> MNet 317401 lb-in Seismic Governs <br /> Use corner bolts only for tension anchorage:(4 total): <br /> M Net <br /> TBOLTA= MNET 3779 lb <br /> 2*42 <br /> +Fwind up/8 anchors= 3999 lbs-USE <br /> a <br /> 04 e . <br /> VBOLTA= VMAx 675 lb <br /> 11 a <br /> 4 a 8 Anchors <br /> aQ <br /> .. 42" <br /> Design Tensile Force 3999 lb <br /> Design Shear Force 675 lb <br /> (SEE HILT! PRINTOUT) <br /> Foundation - Reinforcement <br /> Foundation Dimensions: 72 in x 72 in x 18 in deep <br /> p= 0.0018 min ratio required(temp./shrinkage) <br /> #5 at 8"o.c.bottom 0.465 square inches <br /> #5 at 8"o.c.top 0.465 square inches <br /> Depth(in) p <br /> 18 0.0043 OK <br /> 24 0.0032 OK <br /> 30 0.0026 OK <br /> 36 0.0022 OK <br /> 42 0.0018 OK <br />