2331 N Benton Way Unit# 2 - Plan

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Be am ID: 4 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 275PLF =13.75 x (20+20)/2 @ 0' to 6.19' SELF WEIGHT 5.95PLF From 0' to 6.19' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 444 0 426 0 0 0 0 0 870/0 2 444 0 426 0 0 0 0 0 870/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1346 3.1 3737 36 1.25 Shear (lbs)686 0 3806 18 1.25 Live Deflection 0.026 3.1 0.206 13 - Total Deflection 0.052 3.1 0.31 17 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 5 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 330PLF =16.5 x (20+20)/2 @ 0' to 14.38' Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.38' POINT supp#1 of Beam 2 @ 4.5ft, (D=613 Lr=587) SELF WEIGHT 9.74PLF From 0' to 14.38' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1773 0 1685 0 0 0 0 0 3458/0 2 1544 0 1466 0 0 0 0 0 3009/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)12361 6.18 26563 47 1.25 Shear (lbs)3458 0 9871 35 1.25 Live Deflection 0.228 7.05 0.479 48 - Total Deflection 0.468 7.05 0.719 65 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 19/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024