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RISA Analysis <br /> A RISA 3D model was generated to apply the loads determined above to nodes at the anchor <br /> locations.Two different dead loads were analyzed, represented by Load Cases 01-1 and 01-2,for <br /> empty and full conditions, respectively. Equipment 4 and 5 were modelled as rigid plates with <br /> supports at the anchor locations, and the loads and overturning moments were applied at the <br /> centers of the plates.The reactions of the 3D model were exported to RISA Foundation,where <br /> the slab was modelled and analyzed. See Appendix A for full RISA analysis results. <br /> Per RISA analysis,an 8"slab of 5000 psi concrete with a single layer of#5 rebar @ 12"O.C.,each <br /> way,and a 24"thickened edges is adequate. <br /> '� Sd RUve <br /> ro. <br /> cE.n <br /> �aN <br /> on <br /> ON <br /> 0)S <br /> OU <br /> au <br /> ou <br /> o oo <br /> —o <br /> The maximum enveloped soil pressure is 1000 psf, less than the allowable bearing pressure of <br /> 2500 psf. <br /> project 2405-0007 date 2/25/2025 <br /> PSE Peterson Structural Engineers,Inc.www.psengineers.com designer TJC sheet 16 of 46 <br /> S E <br />