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Be am ID: 1 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 80PLF =4 x (20+20)/2 @ 0' to 8' POINT @ 4ft (D=900) SELF WEIGHT 5.95PLF From 0' to 8' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 634 0 160 0 0 0 0 0 794/0 2 634 0 160 0 0 0 0 0 794/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2168 4 2691 81 0.9 Shear (lbs)607 0 2741 22 0.9 Live Deflection 0.021 4 0.267 8 - Total Deflection 0.138 4 0.4 35 - Passe d Max Moment: D Max Shear: D Max Deflection: D + Lr Be am ID: 2 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 80PLF =4 x (20+20)/2 @ 0' to 8' POINT supp#1 of Beam 1 @ 4ft, (D=634 Lr=160) SELF WEIGHT 5.95PLF From 0' to 8' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 501 0 240 0 0 0 0 0 741/0 2 501 0 240 0 0 0 0 0 741/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2275 4 3737 61 1.25 Shear (lbs)687 0 3806 18 1.25 Live Deflection 0.037 4 0.267 14 - Total Deflection 0.127 4 0.4 32 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 11