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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, Continued <br />Number of Shear Regions <br />Region Spacing Increment (in) <br />Biaxial Column Method <br />Parme Beta Factor (PCA) <br />Concrete Stress Block <br />Use Cracked Sections? <br />Use Cracked Sections Slab? <br />Bad Framing Warnings? <br />Unused Force Warnings? <br />Min 1 Bar Diam. Spacing? <br />Concrete Rebar Set <br />Min % Steel for Column <br />Max % Steel for Column <br />4 <br />4 <br />Exact Integration <br />.65 <br />Rectangular <br />Yes <br />No <br />No <br />Yes <br />No <br />REBAR_SET_ASTMA615 <br />1 <br />8 <br />Seismic Code <br />Seismic Base Elevation (in) <br />Add Base Weight? <br />Ct X <br />Ct Z <br />T X (sec) <br />T Z (sec) <br />R X <br />R Z <br />Ct Exp. X <br />Ct Exp. Z <br />SD1 <br />SDS <br />S1 <br />TL (sec) <br />Risk Cat <br />Drift Cat <br />ASCE 7-16 <br />Not Entered <br />Yes <br />.02 <br />.02 <br />Not Entered <br />Not Entered <br />3 <br />3 <br />.75 <br />.75 <br />1 <br />1 <br />1 <br />5 <br />I or II <br />Other <br />Om Z <br />Om X <br />Cd Z <br />Cd X <br />Rho Z <br />Rho X <br />1 <br />1 <br />4 <br />4 <br />1 <br />1 <br />RISA-3D Version 17.0.4 Page 2 [C:\...\...\...\...\...\...\Jacobs\Southern California\10087182 - WSLOS0068668\MA REV0\SICA001904 - 10087182.r3d]