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

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Be am ID: 3 Section type:Douglas Fir-Larch No.1 Section name:6x6 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 9.5 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 53.2PLF =2.66 x (20+20)/2 @ 0' to 9.5' POINT supp#2 of Beam 5 @ 4.75ft, (D=383 Lr=375) SELF WEIGHT 7.09PLF From 0' to 9.5' Point Load Location Factors: Ct = 1 Cm = 1 CL = 0.99 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) 1 352 0 314 0 0 0 0 0 665/0 2 352 0 314 0 0 0 0 0 665/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2480 4.75 3880 64 1.25 Shear (lbs)639 9.5 4285 15 1.25 Live Deflection 0.135 4.75 0.317 43 - Total Deflection 0.282 4.75 0.475 59 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 4 Section type:Douglas Fir-Larch No.2 Section name:4x12 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 180PLF =9 x (20+20)/2 @ 0' to 14.25' Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.25' SELF WEIGHT 9.23PLF From 0' to 14.25' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.1 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 802 0 736 0 0 0 0 0 1538/0 2 802 0 736 0 0 0 0 0 1538/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)5478 7.12 7614 72 1.25 Shear (lbs)1331 0 5906 23 1.25 Live Deflection 0.144 7.12 0.475 30 - Total Deflection 0.301 7.12 0.712 42 - 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 32 901 E Myrtle St Unit# 23/14/2025