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Be am ID: 30 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 235.625PLF =7.25 x (45+20)/2 @ 0' to 3.25' SELF WEIGHT 5.95PLF From 0' to 3.25' 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) 1 275 0 118 0 0 0 0 0 393/0 2 275 0 118 0 0 0 0 0 393/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)319 1.62 3737 9 1.25 Shear (lbs)235 0 3806 6 1.25 Live Deflection 0.001 1.62 0.108 1 - Total Deflection 0.003 1.62 0.162 2 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: GT-31 G. Truss @ RTU Truss De signe d by Othe rs Applie d Loads: Load_Roof 52.5PLF =3 x (15+20)/2 @ 0' to 15.75' POINT supp#2 of Beam 27 @ 0.75ft, (D=415 Lr=174) POINT supp#2 of Beam 27 @ 5.25ft, (D=415 Lr=174) SELF WEIGHT 30PLF From 0' to 15.75' Point Load Location Re actions:Supp. #1 Supp. #2 Down (D+Lr+L/Max. Load Comb.)1255/1255 1224/1224 Up (D+Lr+L/Max. Load Comb.)0/0 0/0 Be am ID: GT-32 G. Truss @ RTU2 Truss De signe d by Othe rs Applie d Loads: Load_Roof 52.5PLF =3 x (15+20)/2 @ 0' to 34.75' POINT supp#2 of Beam 28 @ 7.25ft, (D=363 Lr=148) POINT supp#2 of Beam 28 @ 13ft, (D=363 Lr=148) POINT supp#1 of Beam 29 @ 16.25ft, (D=188 Lr=77) POINT supp#1 of Beam 29 @ 19.5ft, (D=188 Lr=77) SELF WEIGHT 40PLF From 0' to 34.75' Point Load Location Re actions:Supp. #1 Supp. #2 Down (D+Lr+L/Max. Load Comb.)2589/2589 2177/2177 Up (D+Lr+L/Max. Load Comb.)0/0 0/0 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 22 1430 E Edinger Ave 3/27/2025