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Be am ID: 10 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 625.625PLF =19.25 x (45+20)/2 @ 0' to 7.75' SELF WEIGHT 9.67PLF From 0' to 7.75' 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 1716 0 746 0 0 0 0 0 2462/0 2 1716 0 746 0 0 0 0 0 2462/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)4770 3.88 7251 66 1.25 Shear (lbs)2045 0 5844 35 1.25 Live Deflection 0.051 3.88 0.258 20 - Total Deflection 0.167 3.88 0.388 43 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 11 Section type:Douglas Fir-Larch No.1 Section name:6x12 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 11.5 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 625.625PLF =19.25 x (45+20)/2 @ 0' to 11.5' SELF WEIGHT 14.83PLF From 0' to 11.5' Factors: Ct = 1 Cm = 1 CL = 0.98 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 2576 0 1107 0 0 0 0 0 3683/0 2 2576 0 1107 0 0 0 0 0 3683/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)10588 5.75 16789 63 1.25 Shear (lbs)3057 0 8960 34 1.25 Live Deflection 0.068 5.75 0.383 18 - Total Deflection 0.226 5.75 0.575 39 - 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 12 1430 E Edinger Ave 3/27/2025