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Be am ID: 24 Section type:Douglas Fir-Larch No.1 Section name:6x8 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 87.5~205.625PLF =5~11.75 x (15+20)/2 @ 0' to 6.5' POINT supp#2 of Beam 23 @ 0ft, (D=881 Lr=757) SELF WEIGHT 9.67PLF From 0' to 6.5' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1574 0 1434 0 0 0 0 0 3008/0 2 -221 0 -133 0 0 0 0 0 -221/-354 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)3496 2 7251 48 1.25 Shear (lbs)1791 2 5844 31 1.25 Live Deflection 0.035 0 0.133 26 - Total Deflection 0.077 0 0.2 39 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 25 Section type:Douglas Fir-Larch No.1 Section name:6x8 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 7 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 463.75PLF =26.5 x (15+20)/2 @ 0' to 7' SELF WEIGHT 9.67PLF From 0' to 7' 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) 1 729 0 928 0 0 0 0 0 1657/0 2 729 0 928 0 0 0 0 0 1657/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2900 3.5 7213 40 1.25 Shear (lbs)1348 0 5844 23 1.25 Live Deflection 0.046 3.5 0.233 20 - Total Deflection 0.083 3.5 0.35 24 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Company CORE STRUCTURE, INC. Project Tom's Jr Job No.23033 Plan : : : : Designed Checked Date 12/11/2023 Client 0 TIC Structure Design 2023 19 1430 E Edinger Ave 3/27/2025