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Company : BC Architects Engineers, PLC May 14, 2025 <br />4:33 PMDesigner : Vineeth Aravelli <br />Job Number : SICA001904 - 10087182 Checked By: Rama Kristam <br />Model Name : Antenna Mount Analysis <br />(Global) Model Settings <br />Display Sections for Member Calcs <br />Max Internal Sections for Member Calcs <br />Include Shear Deformation? <br />Increase Nailing Capacity for Wind? <br />Include Warping? <br />Trans Load Btwn Intersecting Wood Wall? <br />Area Load Mesh (in^2) <br />Merge Tolerance (in) <br />P-Delta Analysis Tolerance <br />Include P-Delta for Walls? <br />Automatically Iterate Stiffness for Walls? <br />Max Iterations for Wall Stiffness <br />Gravity Acceleration (in/sec^2) <br />Wall Mesh Size (in) <br />Eigensolution Convergence Tol. (1.E-) <br />Vertical Axis <br />Global Member Orientation Plane <br />Static Solver <br />Dynamic Solver <br />5 <br />97 <br />Yes <br />Yes <br />Yes <br />Yes <br />144 <br />.12 <br />0.50% <br />Yes <br />Yes <br />3 <br />386.4 <br />24 <br />4 <br />Y <br />XZ <br />Sparse Accelerated <br />Accelerated Solver <br />Hot Rolled Steel Code <br />Adjust Stiffness? <br />RISAConnection Code <br />Cold Formed Steel Code <br />Wood Code <br />Wood Temperature <br />Concrete Code <br />Masonry Code <br />Aluminum Code <br />Stainless Steel Code <br />Adjust Stiffness? <br />AISC 15th(360-16): LRFD <br />Yes(Iterative) <br />AISC 15th(360-16): LRFD <br />AISI S100-16: LRFD <br />None <br />< 100F <br />ACI 318-14 <br />TMS 402-16: ASD <br />None - Building <br />AISC 14th(360-10): ASD <br />Yes(Iterative) <br />RISA-3D Version 17.0.4 Page 1 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d]