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I I <br /> : Morrison Hershfield 01/19/2023 <br /> ICompany <br /> IRISA Designer : VG 1:25:53 PM <br /> Job Number DSH-062R1 /2204047 Checked By :YW <br /> Model Name : Site#: SESEA00380C/ KOZ APARTMENTS <br /> Model Settings(Continued) <br /> _Stiffness Adjustment Yes (Iterative) <br /> Compression Stress Block Rectangular Stress Block <br /> Analyze using Cracked Sections Yes <br /> Leave room for horizontal rebar splices(2*d bar spacing) Yes <br /> List forces which were ignored for design in the Detail Report Yes <br /> Column Min Steel 1 <br /> Column Max Steel 8 <br /> Rebar Material Spec ASTM A615 <br /> Warn if beam-column framing arrangement is not understood No <br /> Number of Shear Regions 4 <br /> Region 2 &3 Spacing Increase Increment(in) 4 <br /> Code ASCE 7-16 <br /> Risk Category I or II <br /> Drift Cat Other <br /> Base Elevation (ft) <br /> Include the weight of the structure in base shear calcs Yes <br /> Si (q) 0.426 <br /> SDI_(g) 0.532 <br /> SDS(q) 0.958 <br /> TL(sec) 6 <br /> T Z(sec) <br /> T X(sec) <br /> C'Z 0.02 <br /> C,X , 0.02 <br /> C,Exp. Z 0.75 <br /> C,Exp.X 0.75 <br /> RZ 3 <br /> RX 3 <br /> S2oZ 2 <br /> 0,,X 2 <br /> CZ 4 <br /> CdX 4 <br /> i <br /> RISA-3D Version 20 [ FRP Enclosed Antenna Mounts- Beta.r3d] Page 2 <br />