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Be am ID: 12 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_Trellis 67.5PLF =6.75 x (10+10)/2 @ 0' to 9.75' SELF WEIGHT 7.59PLF From 0' to 9.75' 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) 1 202 0 165 0 0 0 0 0 366/0 2 202 0 165 0 0 0 0 0 366/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)892 4.88 5615 16 1.25 Shear (lbs)310 9.75 4856 6 1.25 Live Deflection 0.019 4.88 0.325 6 - Total Deflection 0.041 4.88 0.488 8 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 13 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_Trellis 67.5PLF =6.75 x (10+10)/2 @ 0' to 12' SELF WEIGHT 7.59PLF From 0' to 12' 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) 1 248 0 203 0 0 0 0 0 451/0 2 248 0 203 0 0 0 0 0 451/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1352 6 5615 24 1.25 Shear (lbs)394 12 4856 8 1.25 Live Deflection 0.043 6 0.4 11 - Total Deflection 0.095 6 0.6 16 - 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 13 1430 E Edinger Ave 3/27/2025