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Be am ID: 8 <br />Section type:Douglas Fir-Larch No.2 <br />Section name:4x8 <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 510PLF =25.5 x (20+20)/2 @ 0' to 5.25' <br />Wall_Ex 34PLF =2 x 17 @ 0' to 5.25' <br />SELF WEIGHT 5.95PLF From 0' to 5.25' <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 />1 774 0 669 0 0 0 0 0 1444/0 <br />2 774 0 669 0 0 0 0 0 1444/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%)CD <br />Moment (lbs-ft)1895 2.62 3703 51 1.25 <br />Shear (lbs)1081 0 3806 28 1.25 <br />Live Deflection 0.025 2.62 0.175 14 - <br />Total Deflection 0.053 2.62 0.262 20 - <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 231223 - 317 N Maxine St SA ADU <br />Job No.231223 <br />Plan N/A <br />: <br />: <br />: <br />: <br />Designed T.D. <br />Checked P.P. <br />Date 12/28/2023 <br />Client N/A <br />TIC Structure Design 2023 <br />Page 20 of 24