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): 9.28 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 60PLF =3 x (20+20)/2 @ 0' to 9.28' SELF WEIGHT 7.09PLF From 0' to 9.28' 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) 1 172 0 139 0 0 0 0 0 311/0 2 172 0 139 0 0 0 0 0 311/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)722 4.64 3880 19 1.25 Shear (lbs)281 0 4285 7 1.25 Live Deflection 0.041 4.64 0.309 13 - Total Deflection 0.092 4.64 0.464 20 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 4 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 425PLF =21.25 x (20+20)/2 @ 0' to 14.4' Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.4' SELF WEIGHT 9.74PLF From 0' to 14.4' Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1696 0 1626 0 0 0 0 0 3322/0 2 1696 0 1626 0 0 0 0 0 3322/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)11958 7.2 26563 45 1.25 Shear (lbs)3322 14.4 9871 34 1.25 Live Deflection 0.224 7.2 0.48 47 - Total Deflection 0.457 7.2 0.72 63 - 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 28 901 E Myrtle St Unit# 2 - 1011181606/27/2024