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` - Load Deflection(in) <br /> •21121 Rigid Frame Design Input 5/14/21 4:03pm Id Id Calc Limit <br /> • <br /> '( 1)IOBID: UNBRACED LENGTH: <br /> '21121' --- .-. <br /> Major Minor ----KL/R---- <br /> '( 2)FRAME DESIGN OPTIONS: Id (ft) (ft) Major Minor <br /> '--Frame- frame Space Section Splice Web_Stiffener P <br /> 'Id Type L_Col R_Col Rafter Space Fix Use Ratio Side Delta <br /> 1 'RFE' 11.5000 11.5000 11.5000 5.0000 1.80 'N' 0.00 'Y ' 'DA' <br /> '( 3)OPTIMIZATION OPTIONS: LCAD COMBINATIONS: <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 /> 'Y' 'Y' 'N' 'T ' 12.00 60.00 'T ' 12.00 60.00 'T ' 12.00 60.00 <br /> 2992 Wall 3 - Weight Summary 7/27/21 7:31pm <br /> •( 4)DESIGN CODE: ____= z-=z <br /> 'Design ---Steel Code--- ---Build--- Code Seismic <br /> • Code Cold Hot Country Code Year Label Zone Columns = 0.00 <br /> 'WS ' 'NAU516 ' 'AISC16' 'IBC ' '18' 'IBC 18 ' 'D ' <br /> Total Weight = 0.00 <br /> •( S)DESIGN CONSTANTS: <br /> • ---Strength_Factor--- <br /> • ----Stress_Ratio---- ---Seismic--- 2992 Wall 3 - Warning Summary 7/27/21 7:31pm <br /> * Frame Col EP BP Wind Frame SpcEP ---- <br /> 1.03 1.83 1.03 1.03 1.0000 1.0000 1.0000 <br /> ,. No Warnings <br /> •( 6)STEEL YIELDS: <br /> • Web Flg C_Sec W_Sec R_Sec P_Sec T_Sec U_Sec EP BP <br /> 36.0 36.0 57.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 <br /> '( 7)DEFLECTION LIMITS: <br /> ' --Vertical-- Horizontal -Weak_Axis- <br /> • Live Total Total Seis Crane Floor Wind Seis <br /> 180.0 0.0 60.0 65.0 100.0 0.0 60.0 65.0 <br /> *( 8)REPORTS: <br /> • Input Design End Base Revise Action Sec Flange Segment Unbrc Floor Diag <br /> • Echo Summary Plate Plate Input Stress Prop Brace Displ. Len React Brace <br /> '( 9)SURFACE SWIPE: <br /> • No. X Coord Y_Coord Offset <br /> 4 0.0000 18.8000 8.125 <br /> 12.5000 28.8833 8.125 <br /> 25.8800 18.8000 8.125 <br /> 25.8080 9.0000 8.125 <br />