901 E Myrtle St Unit# 2 - Plan - Laserfiche WebLink

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Be am ID: 1.1 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 53.2PLF =2.66 x (20+20)/2 @ 0' to 9' SELF WEIGHT 1.93PLF From 0' to 9' 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) 1 128 0 120 0 0 0 0 0 248/0 2 128 0 120 0 0 0 0 0 248/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)558 4.5 1060 53 1.25 Shear (lbs)222 0 1238 18 1.25 Live Deflection 0.118 4.5 0.3 39 - Total Deflection 0.245 4.5 0.45 54 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 1 Section type:Douglas Fir-Larch No.1 Section name:6x6 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 7.5 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 225PLF =11.25 x (20+20)/2 @ 0' to 7.5' SELF WEIGHT 7.09PLF From 0' to 7.5' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 448 0 422 0 0 0 0 0 870/0 2 448 0 422 0 0 0 0 0 870/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1632 3.75 3884 42 1.25 Shear (lbs)758 7.5 4285 18 1.25 Live Deflection 0.066 3.75 0.25 26 - Total Deflection 0.135 3.75 0.375 36 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project (N) DETACHED ADU, UNIT 2 Job No.231014 Plan : : : : Designed T.M. Checked P.P. Date 08/26/2024 Client N/A TIC Structure Design 2023 Page 30 901 E Myrtle St Unit# 23/14/2025