2331 N Benton Way Unit# 2 - Plan

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Be am ID: 6 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 1/4 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_Ceiling 21.36PLF =2.67 x (6+10)/2 @ 0' to 14.08' POINT supp#2 of Beam 2 @ 4.5ft, (D=613 Lr=587) POINT supp#1 of Beam 3 @ 4.5ft, (D=1330 Lr=1242) SELF WEIGHT 9.23PLF From 0' to 14.08' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.01 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1443 0 1338 0 0 0 0 0 2781/0 2 742 0 678 0 0 0 0 0 1421/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)12205 4.5 23840 51 1.25 Shear (lbs)2781 0 9352 30 1.25 Live Deflection 0.199 6.48 0.469 42 - Total Deflection 0.414 6.48 0.704 59 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 7 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 1/4 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 190PLF =9.5 x (20+20)/2 @ 0' to 17.92' SELF WEIGHT 9.23PLF From 0' to 17.92' Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.01 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 934 0 851 0 0 0 0 0 1785/0 2 934 0 851 0 0 0 0 0 1785/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)7997 8.96 23840 34 1.25 Shear (lbs)1785 17.92 9352 19 1.25 Live Deflection 0.265 8.96 0.597 44 - Total Deflection 0.557 8.96 0.896 62 - 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 20/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024