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Be am ID: 22 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 275.625PLF =15.75 x (15+20)/2 @ 0' to 2.25' Load_Roof 70PLF =4 x (15+20)/2 @ 2.25' to 9.5' POINT supp#1 of Beam GT-21 @ 2.25ft, (D=488 Lr=552) SELF WEIGHT 9.67PLF From 0' to 9.5' 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) 1 736 0 845 0 0 0 0 0 1581/0 2 328 0 352 0 0 0 0 0 680/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2834 2.25 7251 39 1.25 Shear (lbs)1402 0 5844 24 1.25 Live Deflection 0.069 4.37 0.317 22 - Total Deflection 0.132 4.37 0.475 28 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 23 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 196.875~122.5PLF =11.25~7 x (15+20)/2 @ 0' to 4.75' Load_Roof 70PLF =4 x (15+20)/2 @ 4.75' to 5.75' POINT supp#2 of Beam GT-21 @ 4.75ft, (D=850 Lr=673) SELF WEIGHT 9.67PLF From 0' to 5.75' 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) 1 380 0 389 0 0 0 0 0 768/0 2 881 0 757 0 0 0 0 0 1639/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1604 4.49 7251 22 1.25 Shear (lbs)1587 5.75 5844 27 1.25 Live Deflection 0.014 3.05 0.192 7 - Total Deflection 0.030 3.1 0.288 10 - 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 18 1430 E Edinger Ave 3/27/2025