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<br /> <br />DESIGN REPORT <br /> <br />Date: 12/1/2023 <br />REV: A <br />page 55 of 160 <br />JOB# 186565 <br /> <br /> <br /> <br /> <br /> <br /> EAVE STRUTS: <br /> ------------ <br /> Wall Frm_Line ----Bolt_Selected--- ---Bolt_Capacity(k )--- Dt_Bolt <br /> Id Id Type No. Type Dia Wshr Calc Shear Bear Ratio Id <br /> ---- --- ---- --- ----- ----- ---- ----- ----- ----- ----- ------- <br /> 2 1 EW 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 <br /> 2 2 RF 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 <br /> 2 3 EW 2 A307 0.500 0 1.05 5.30 4.41 0.24 77 <br /> 4 1 EW 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 <br /> 4 2 RF 2 A307 0.500 0 3.18 5.30 4.41 0.72 77 <br /> 4 3 EW 2 A307 0.500 0 1.05 5.30 4.41 0.24 77 <br /> <br /> PURLINS: <br /> -------- <br /> ------Bolt_Capacity(k )------ <br /> Surf Frm_Line Brace ----Bolt_Selected--- ---Shear--- --Bearing-- Dt_Bolt <br /> Id Id Type Loc No. Type Dia Wshr Calc Limit Calc Limit Ratio Id <br /> ---- --- ---- ----- --- ----- ----- ---- ----- ----- ----- ----- ----- ------- <br /> 2 1 EW 20.00 2 A307 0.500 0 0.94 5.30 0.88 4.47 0.20 71 <br /> 2 2 RF 20.00 2 A307 0.500 0 0.94 5.30 0.79 4.47 0.18 71 <br /> 2 3 EW 20.00 2 A307 0.500 0 0.79 5.30 0.79 4.47 0.18 71 <br /> 3 1 EW 20.00 2 A307 0.500 0 0.94 5.30 0.88 4.47 0.20 71 <br /> 3 2 RF 20.00 2 A307 0.500 0 0.94 5.30 0.79 4.47 0.18 71 <br /> 3 3 EW 20.00 2 A307 0.500 0 0.79 5.30 0.79 4.47 0.18 71 <br /> <br />================================================================================ <br /> 186565FS Roof Panel Zones 12/ 1/23 1:53pm <br />================================================================================ <br /> <br /> PANEL: <br /> ------ <br /> Tensile <br /> Thick Yield Strength <br /> Part (in) (ksi ) (ksi ) <br /> -------- ----- ------- -------- <br /> 26 PBR 0.019 60.00 78.00 <br /> <br /> PURLIN SCREWS: <br /> ------------ <br /> Dia Washer Limit <br /> Part (in) (in) (k ) <br /> -------- ----- ------ ----- <br /> 12x2.00L 0.210 0.50 1.00 <br /> <br />1202 W Edinger <br />Ave10/3/2024