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

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Be am ID: 1 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 8.42 Ignore shear within (d): True Repetitive member : False Applie d Loads: Wall_Ex 76.5PLF =4.5 x 17 @ 0' to 8.42' Load_Roof 60PLF =3 x (20+20)/2 @ 0' to 8.42' SELF WEIGHT 5.95PLF From 0' to 8.42' Factors: Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 473 0 126 0 0 0 0 0 600/0 2 473 0 126 0 0 0 0 0 600/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)997 4.21 2664 37 0.9 Shear (lbs)402 0 2741 15 0.9 Live Deflection 0.019 4.21 0.281 7 - Total Deflection 0.091 4.21 0.421 22 - Passe d Max Moment: D Max Shear: D Max Deflection: D + Lr 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): 5.08 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 235PLF =11.75 x (20+20)/2 @ 0' to 5.08' SELF WEIGHT 7.09PLF From 0' to 5.08' 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) 1 316 0 298 0 0 0 0 0 615/0 2 316 0 298 0 0 0 0 0 615/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)781 2.54 3889 20 1.25 Shear (lbs)497 5.08 4285 12 1.25 Live Deflection 0.014 2.54 0.169 8 - Total Deflection 0.030 2.54 0.254 12 - 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 27 901 E Myrtle St Unit# 2 - 1011181606/27/2024