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Apr 5,2019 <br /> ICompany <br /> 1 RISA Designer : 10:02 AM <br /> Job Number Checked By: <br /> ANEIAE;SCHEKCOWA.'iY Model Name : Electrical Hardstand <br /> O •(Global) Model Settings <br /> Display Sections for Member Calcs 15 <br /> Max Internal Sections for Member Calcs 97 <br /> Include Shear Deformation? Yes <br /> 'Increase Nailing Capacity for Wind? Yes <br /> (Include Warping? Yes <br /> Trans Load Btwn Intersecting Wood Wall? Yes <br /> lArea Load Mesh (inA2) 144 <br /> ►Merge Tolerance(in) 1.12 <br /> IP-Delta Analysis Tolerance 0.50% <br /> Include P-Delta for Walls? Yes <br /> 'Automatically Iterate Stiffness for Walls? Yes <br /> Max Iterations for Wall Stiffness 3 <br /> Gravity Acceleration (fUsec^2) 32.2 <br /> 'Wall Mesh Size(in) 24 <br /> Eigensolution Convergence Tol. (1.E-) 4 <br /> kVertical Axis Y <br /> 'Global Member Orientation Plane XZ <br /> Static Solver Sparse Accelerated <br /> ',ynamic Solver I Accelerated Solver <br /> 'Hot Rolled Steel Code AISC 15th(360-16): LRFD <br /> Adjust Stiffness? Yes(Iterative) <br /> RISAConnection Code AISC 14th(360-10): ASD <br /> ;Cold Formed Steel Code AISI S100-16: ASD <br /> !Wood Code AWC NDS-18: ASD <br /> (Wood Temperature < 100F <br /> Concrete Code 1 ACI 318-14 <br /> 'Masonry Code I TMS 402-16: ASD <br /> 'Aluminum Code IAA ADM1-15: ASD - Buildina <br /> Stainless Steel Code AISC 14th(360-10); ASD <br /> lAdjust Stiffness? I Yes(Iterative) <br /> (Number of Shear Regions 4 <br /> 'Region Spacing Increment (in) 4 <br /> 'Biaxial Column Method _ Exact Integration <br /> IParme Beta Factor(PCA) .65 <br /> !Concrete Stress Block 1 Rectangular <br /> Use Cracked Sections? Yes <br /> lUse Cracked Sections Slab? Yes <br /> Bad Framing Warnings? No <br /> 'Unused Force Warnings? Yes <br /> [Min 1 Bar Diam. Spacing? No <br /> (Concrete Rebar Set REBAR_SET_ASTMA615 <br /> 'Min%Steel for Column 1 <br /> 'Max% Steel for Column 18 I <br /> • <br /> MN D Version 17.0.0 [C:\Users\matthew.M1010.11 t9pt#lPr rical Hardstand.r3d] PNRe128 <br />