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Be am ID: 3 Section type:Douglas Fir-Larch No.1 Section name:6x10 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 218.75PLF =12.5 x (15+20)/2 @ 0' to 15.5' POINT supp#1 of Beam 2 @ 15.5ft, (D=983 Lr=949) SELF WEIGHT 12.25PLF From 0' to 15.5' 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) 1 343 0 460 0 0 0 0 0 803/0 2 2283 0 2426 0 0 0 0 0 4709/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)7496 12.25 11634 64 1.25 Shear (lbs)2500 12.25 7402 34 1.25 Live Deflection 0.086 15.5 0.217 40 - Total Deflection 0.185 15.5 0.325 57 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 4 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 35PLF =2 x (15+20)/2 @ 0' to 15.5' Load_Roof 65PLF =2 x (45+20)/2 @ 0' to 15.5' POINT supp#2 of Beam 2 @ 15.5ft, (D=141 Lr=97) SELF WEIGHT 7.59PLF From 0' to 15.5' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 347 0 202 0 0 0 0 0 549/0 2 841 0 515 0 0 0 0 0 1356/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1403 5.14 5615 25 1.25 Shear (lbs)682 12.25 4856 14 1.25 Live Deflection 0.032 5.64 0.408 8 - Total Deflection 0.090 5.64 0.612 15 - 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 8 1430 E Edinger Ave 3/27/2025