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

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Be am ID: 2 Section type:Douglas Fir-Larch No.1 Section name:6x6 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 6.25 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 140PLF =7 x (20+20)/2 @ 0' to 6.25' SELF WEIGHT 7.09PLF From 0' to 6.25' 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) 1 241 0 219 0 0 0 0 0 460/0 2 241 0 219 0 0 0 0 0 460/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)718 3.12 3887 18 1.25 Shear (lbs)390 6.25 4285 9 1.25 Live Deflection 0.020 3.12 0.208 10 - Total Deflection 0.041 3.12 0.312 13 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 5 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 : False Applie d Loads: Load_Roof 240PLF =12 x (20+20)/2 @ 0' to 6.25' SELF WEIGHT 2.55PLF From 0' to 6.25' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 383 0 375 0 0 0 0 0 758/0 2 383 0 375 0 0 0 0 0 758/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1184 3.12 1478 80 1.25 Shear (lbs)598 0 1631 37 1.25 Live Deflection 0.054 3.12 0.208 26 - Total Deflection 0.109 3.12 0.312 35 - 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 31 901 E Myrtle St Unit# 23/14/2025