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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 58 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br />RIGID FRAME DESIGN REPORT <br />1.1 Rigid frame - 1 <br /> <br />*=============================================================================== <br />*186565FS Rigid Frame Design Input 12/ 1/23 1:54pm <br />*=============================================================================== <br /> <br />*( 1)JOBID: <br /> '186565FS' <br /> <br />*( 2)FRAME DESIGN OPTIONS: <br />*--Frame- -------Frame_Space------- Section Web_Stiffener P <br />*Id Type L_Col R_Col Rafter Space Use Ratio Side Delta <br /> 1 'RF ' 31.2500 31.2500 31.2500 1.0000 'N' 0.00 'Y ' 'DA' <br /> <br />*( 3)OPTIMIZATION OPTIONS: <br />*Plate Depth Frame -L_Col_Depth_Opt- -R_Col_Depth_Opt- Rafter_Depth_Opt <br />* Opt Opt Sym Typ Min Max Typ Min Max Typ Min Max <br /> 'N' 'N' 'S' 'R ' 8.70 30.00 'R ' 8.70 30.00 'R ' 10.00 72.00 <br /> <br />*( 4)DESIGN CODE: <br />*Design ---Steel_Code--- ---Build--- Code Seismic <br />* Code Cold Hot Country Code Year Label Zone <br /> 'WS ' 'NAUS16 ' 'AISC16' '----' 'IBC ' '21' 'IBC 21 ' 'D ' <br /> <br />*( 5)DESIGN CONSTANTS: <br />* ---Strength_Factor--- <br />* ----Stress_Ratio---- ---Seismic--- <br />* Frame Col EP BP Wind Frame SpcEP <br />1202 W Edinger <br />Ave10/3/2024