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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 39 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> 3 R_EW 4 1 2 3 4 <br /> <br /> PANEL SHEAR/DIAPHRAGM: <br /> Surf Line Panel_Shear -Deflection- <br /> Id Id Calc Limit Calc Limit <br /> ---- ---- ----- ----- ----- ----- <br /> 2 L_EW 45.5 130.0 0.01 0.83 <br /> 2 RF 48.2 130.0 0.01 0.83 <br /> 2 R_EW 42.6 130.0 0.01 0.83 <br /> 3 L_EW 45.5 130.0 0.01 0.83 <br /> 3 RF 48.2 130.0 0.01 0.83 <br /> 3 R_EW 42.6 130.0 0.01 0.83 <br /> <br /> <br /> PANEL DIAPHRAGM SHEAR & DEFLECTION: <br /> Surf Bay Load Shear(lb/ft) Deflect(in) <br /> Id Id (k ) Calc Limit Calc Limit <br /> ---- --- ----- ----- ----- ----- ----- <br /> 2 1 0.72 17.1 130.0 0.01 0.83 <br /> 2 2 0.71 16.9 130.0 0.01 0.83 <br /> 3 1 0.72 17.1 130.0 0.01 0.83 <br /> 3 2 0.71 16.9 130.0 0.01 0.83 <br /> <br /> <br />================================================================================ <br /> 186565FS Roof Panel Design 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> PANEL LAYOUT: <br /> ------------- <br /> Surf Surface No. Max ---Stiffness--- <br /> Id Part Type Gage Yield Length Purlin Space Rotation Shear <br /> ---- -------- ---- ----- ----- ------- ------ ----- -------- ------ <br /> 2 26 PBR PBR 26.00 60.0 21.08 4 4.958 0.00 8.94 <br /> 3 26 PBR PBR 26.00 60.0 21.08 4 4.958 0.00 8.94 <br /> <br /> PANEL STRENGTH: <br /> --------------- <br /> --------Support-------- ---------Midspan-------- <br /> Surf Load Moment(ft-lb/ft) Moment(ft-lb/ft) <br /> Id Area Id Offset Calc Limit Ratio Offset Calc Limit Ratio <br /> ---- -------- ---- ------ ----- ----- ----- ------ ----- ----- ----- <br /> 2 Left 1 4.9 50.9 137.1 0.37 1.9 -36.4 116.4 0.31 <br /> 2 4.9 4.9 137.1 0.04 1.9 -3.5 116.4 0.03 <br />1202 W Edinger <br />Ave10/3/2024