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

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Be am ID: 3 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 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25' Load_Roof 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25' POINT @ 0ft (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 2251 0 2162 0 0 0 0 0 4414/0 2 574 0 513 0 0 0 0 0 1088/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)6146 10.64 17000 36 1.25 Shear (lbs)2674 3 7897 34 1.25 Live Deflection 0.124 0 0.2 62 - Total Deflection 0.260 0 0.3 87 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 4 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 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25' Load_Roof 265~0PLF =13.25~0 x (20+20)/2 @ 0' to 19.25' POINT @ 0ft (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 2523 0 2423 0 0 0 0 0 4946/0 2 303 0 252 0 0 0 0 0 555/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)6763 4.75 17000 40 1.25 Shear (lbs)2494 4.75 7897 32 1.25 Live Deflection 0.113 0 0.317 36 - Total Deflection 0.218 0 0.475 46 - 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