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S <br /> Company : NKH Engineering Oct 15,2019 <br /> I I RISA Designer : A(R 12:46 AM <br /> Job Number 19 103 Checked By:NKH <br /> , ., Model Name : Everett Garage-Roof Truss <br /> (Global) Model Settings <br /> Display Sections for Member Calcs 5 <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 /> Area Load Mesh(in^2) 144 <br /> Merge Tolerance (in) .12 _ <br /> P-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 (ft/secA2) 32.2 <br /> Wall Mesh Size (in) 24 <br /> Eigensolution Convergence Tol. (1.E-) 4 <br /> Vertical Axis Y_ <br /> Global Member Orientation Plane XZ <br /> Static Solver Sparse Accelerated <br /> Dynamic Solver _ Accelerated Solver <br /> Hot Rolled Steel Code AISC 15th(360-16): ASD <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 ACI 318-14 <br /> Masonry Code TMS 402-16:ASD <br /> Aluminum Code AA ADM1-15: ASD - Building <br /> Stainless Steel Code AISC 14th(360-10): ASD <br /> Adjust Stiffness? - Yes(Iterative) <br /> Number of Shear Regions 4 <br /> Region Spacing Increment(in) 4 <br /> Biaxial Column Method Exact Integration <br /> Parme Beta Factor(PCA) 65 <br /> Concrete Stress Block Rectangular <br /> Use Cracked Sections? Yes <br /> Use Cracked Sections Slab? No <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 8 <br /> RISA-3D Version 17.0.2 [D:\...\...\19-103 Everett Garage Assessment\Calculations\Roof Framing.r3d] Page 1 S8 <br /> °1113 <br />