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

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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 : False Applie d Loads: Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 10.75' SELF WEIGHT 2.55PLF From 0' to 10.75' 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) 1 157 0 144 0 0 0 0 0 301/0 2 157 0 144 0 0 0 0 0 301/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)808 5.38 1478 55 1.25 Shear (lbs)265 0 1631 16 1.25 Live Deflection 0.105 5.38 0.358 29 - Total Deflection 0.221 5.38 0.538 41 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: CJ1 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 : False Applie d Loads: Load_Ceiling 21.36PLF =2.67 x (6+10)/2 @ 0' to 14' SELF WEIGHT 1.93PLF From 0' to 14' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 70 0 93 0 0 0 0 0 163/0 2 70 0 93 0 0 0 0 0 163/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)571 7 922 62 1.25 Shear (lbs)152 0 1238 12 1.25 Live Deflection 0.347 7 0.467 74 - Total Deflection 0.605 7 0.7 86 - 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 2023-12-26 Client N/A TIC Structure Design 2023 26 901 E Myrtle St Unit# 2 - 1011181606/27/2024