1402 W 10th St & Unit #2 - 101117923-24 - Plan

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Be am ID: 1 Section type:Douglas Fir-Larch No.2 Section name:4x10 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 545PLF =27.25 x (20+20)/2 @ 0' to 1.75' SELF WEIGHT 7.59PLF From 0' to 1.75' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 245 0 238 0 0 0 0 0 484/0 2 245 0 238 0 0 0 0 0 484/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)212 0.88 5615 4 1.25 Shear (lbs)29 0 4856 1 1.25 Live Deflection 0.000 0.88 0.058 0 - Total Deflection 0.000 0.88 0.088 0 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: Lr Be am ID: 2 Section type:Ve rsa Lam 3100 Section name:3 1/2x9 1/2 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 0~265PLF =0~13.25 x (20+20)/2 @ 0' to 19.25' Load_Roof 0~265PLF =0~13.25 x (20+20)/2 @ 0' to 19.25' POINT @ 19.25ft (D=125 Lr=125) SELF WEIGHT 7.8PLF From 0' to 19.25' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.03 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 258 0 210 0 0 0 0 0 468/0 2 2567 0 2466 0 0 0 0 0 5033/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)7399 14.25 17000 44 1.25 Shear (lbs)2595 14.25 7897 33 1.25 Live Deflection 0.166 19.25 0.333 50 - Total Deflection 0.326 19.25 0.5 65 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 1402 W 10th Job No.231014 Plan N/A : : : : Designed D.B. Checked P.P. Date 02/05/2024 Client N/A TIC Structure Design 2023 1402 W 10th St & Unit #2 - 101117923-245/8/2024