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

Home Browse Search

Be am ID: RR1 Section type:Douglas Fir-Larch No.2 Section name:2x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : True Applie d Loads: Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 13.75' SELF WEIGHT 2.55PLF From 0' to 13.75' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1.15 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 201 0 184 0 0 0 0 0 385/0 2 201 0 184 0 0 0 0 0 385/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1322 6.88 1700 78 1.25 Shear (lbs)349 0 1631 21 1.25 Live Deflection 0.282 6.88 0.458 62 - Total Deflection 0.590 6.88 0.688 86 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: RR2 Section type:Douglas Fir-Larch No.2 Section name:2x6 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : True Applie d Loads: Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 7.5' SELF WEIGHT 1.93PLF From 0' to 7.5' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1.15 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 107 0 100 0 0 0 0 0 208/0 2 107 0 100 0 0 0 0 0 208/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)389 3.75 1060 37 1.25 Shear (lbs)181 7.5 1238 15 1.25 Live Deflection 0.057 3.75 0.25 23 - Total Deflection 0.118 3.75 0.375 31 - 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