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Be am ID: 6 <br />Section type:Douglas Fir-Larch No.2 <br />Section name:4x6 <br />Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 <br />E (psi): 1600000 Lu (ft): 5.25 <br />Ignore shear within (d): True Repetitive member : False <br />Applie d Loads: <br />Load_Roof 53.2PLF =2.66 x (20+20)/2 @ 0' to 5.25' <br />Wall_Ex 68PLF =4 x 17 @ 0' to 5.25' <br />POINT supp#1 of Beam 5 @ 2.5ft, (D=383 Lr=375) <br />SELF WEIGHT 4.51PLF From 0' to 5.25' <br /> Point Load Location <br />Factors: <br />Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 <br />Re actions: <br />Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) <br />1 461 0 266 0 0 0 0 0 727/0 <br />2 443 0 248 0 0 0 0 0 691/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%)CD <br />Moment (lbs-ft)1425 2.5 2137 67 1.25 <br />Shear (lbs)666 0 2888 23 1.25 <br />Live Deflection 0.031 2.57 0.175 18 - <br />Total Deflection 0.078 2.57 0.262 30 - <br />Passe d <br />Max Moment: D + Lr <br />Max Shear: D + Lr <br />Max Deflection: D + Lr <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Com pany <br />Project (N) DETACHED ADU, UNIT 2 <br />Job No.231014 <br />Plan <br />: <br />: <br />: <br />: <br />Designed T.M. <br />Checked P.P. <br />Date 08/26/2024 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 33 <br />901 E Myrtle St <br />Unit# 23/14/2025