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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 21 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> Frame Col Wind_Long2 Seismic_Left Seismic_Right Long <br /> Line Line Horz Vert Horz Vert Horz Vert Horz <br /> ----- ---- ----- ----- ----- ----- ----- ----- ----- <br /> 3 A -0.7 -2.8 -1.7 -3.2 0.0 3.8 0.04 <br /> 3 B 0.0 -0.3 0.0 3.2 1.7 -3.7 0.1 <br /> 3 C 0.0 -2.8 0.0 0.2 0.0 -0.2 0.1 <br /> 3 D 0.0 -2.2 0.0 -0.1 0.0 0.1 0.04 <br /> ------------------------------------------------------------------------------ <br /> <br /> <br />================================================================================ <br /> 186565FS Seismic Design Report: 12/ 1/23 1:55pm <br />================================================================================ <br /> <br /> <br /> Building Data <br /> ------------- <br /> Code =IBC 21 <br /> Length = 50.00 <br /> Width = 40.00 <br /> Left Eave Height = 20.00 <br /> Right Eave Height = 20.00 <br /> <br /> Seismic Formula <br /> --------------- <br /> Equivalent Lateral Force, Section 12.8 <br /> <br /> Base Shear V = 0.667*Ie*Fa*Ss*W/R <br /> <br /> Vmin = 0.044*Sds*Ie*W <br /> Vmax = Sd1*Ie*W/(T*R) <br /> <br /> T(Moment_Frame) = 0.348 <br /> Shear Force E = Rho*V <br /> (Rigid frame, endwall frame, wind bent, wind column & base reactions) <br /> <br /> T(Braced_Frame) = 0.212 <br /> Shear Force Em = Omega*V <br /> (Wall diagonal bracing, splice at rigid frame & wind bent knee) <br /> <br /> <br /> Note: Applied load is seismic force multiplied by load combination <br /> <br /> Fa*Ss = 1.275 <br />1202 W Edinger <br />Ave10/3/2024