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Be am ID: 16 Section type:Douglas Fir-Larch No.2 Section name:4x10 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 113.75PLF =6.5 x (15+20)/2 @ 7.25' to 21.75' POINT supp#1 of Beam 13 @ 0ft, (D=248 Lr=203) SELF WEIGHT 7.59PLF From 0' to 21.75' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 849 0 775 0 0 0 0 0 1624/0 2 271 0 370 0 0 0 0 0 641/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)3466 7.25 5615 62 1.25 Shear (lbs)1024 7.25 4856 21 1.25 Live Deflection 0.087 15.37 0.483 18 - Total Deflection 0.325 0 0.725 45 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 17 Section type:Douglas Fir-Larch No.2 Section name:4x10 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 70PLF =4 x (15+20)/2 @ 0' to 7' POINT supp#2 of Beam 16 @ 5,.25ft, (D=271 Lr=370) SELF WEIGHT 7.59PLF From 0' to 7' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 199 0 233 0 0 0 0 0 432/0 2 335 0 418 0 0 0 0 0 752/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1197 5.25 5615 21 1.25 Shear (lbs)694 7 4856 14 1.25 Live Deflection 0.014 3.71 0.233 6 - Total Deflection 0.026 3.71 0.35 7 - 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 15 1430 E Edinger Ave 3/27/2025