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Be am ID: 28 Fl Bm @ RTU2 Section type:Douglas Fir-Larch No.2 Section name:4x8 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 186.875PLF =5.75 x (45+20)/2 @ 0' to 5' POINT supp#2 of Beam 28A @ 0.75ft, (D=37 Lr=7) POINT supp#2 of Beam 28A @ 2.5ft, (D=37 Lr=7) SELF WEIGHT 5.95PLF From 0' to 5' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 389 0 153 0 0 0 0 0 542/0 2 363 0 148 0 0 0 0 0 511/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)674 2.5 3737 18 1.25 Shear (lbs)302 0 2741 11 0.9 Live Deflection 0.005 2.5 0.167 3 - Total Deflection 0.017 2.5 0.25 7 - Passe d Max Moment: D + Lr Max Shear: D Max Deflection: D + Lr Be am ID: 29 Fl Bm @ M AU1 Section type:Douglas Fir-Larch No.2 Section name:4x8 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 105.625PLF =3.25 x (45+20)/2 @ 0' to 4.75' SELF WEIGHT 5.95PLF From 0' to 4.75' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 188 0 77 0 0 0 0 0 265/0 2 188 0 77 0 0 0 0 0 265/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)315 2.38 3737 8 1.25 Shear (lbs)195 0 3806 5 1.25 Live Deflection 0.002 2.38 0.158 1 - Total Deflection 0.007 2.38 0.238 3 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany CORE STRUCTURE, INC. Project Tom's Jr Job No.23033 Plan : : : : Designed Checked Date 08/16/2024 Client 0 TIC Structure Design 2023 21 1430 E Edinger Ave 3/27/2025