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Be am ID: 20 <br />Section type:Douglas Fir-Larch No.1 <br />Section name:6x6 <br />Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 <br />E (psi): 1600000 Lu (ft): 0 <br />Ignore shear within (d): True Repetitive member : False <br />Applie d Loads: <br />Load_Roof 135.625PLF =7.75 x (15+20)/2 @ 0' to 5.5' <br />SELF WEIGHT 7.09PLF From 0' to 5.5' <br />Factors: <br />Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 <br />Re actions: <br />Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) <br />1 179 0 213 0 0 0 0 0 392/0 <br />2 179 0 213 0 0 0 0 0 392/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%)CD <br />Moment (lbs-ft)540 2.75 3899 14 1.25 <br />Shear (lbs)325 5.5 4285 8 1.25 <br />Live Deflection 0.013 2.75 0.183 7 - <br />Total Deflection 0.024 2.75 0.275 9 - <br />Passe d <br />Max Moment: D + Lr <br />Max Shear: D + Lr <br />Max Deflection: D + Lr <br />Be am ID: GT-21 Truss De signe d by Othe rs <br />Applie d Loads: <br />Load_Roof 306.25~0PLF =17.5~0 x (15+20)/2 @ 0' to 14' <br />SELF WEIGHT 30PLF From 0' to 14' <br />Re actions:Supp. #1 Supp. #2 <br />Down (D+Lr+L/Max. Load Comb.)1041/1041 1523/1523 <br />Up (D+Lr+L/Max. Load Comb.)0/0 0/0 <br />vG23.06.30 <br />: <br />: <br />: <br />: <br />Company CORE STRUCTURE, INC. <br />Project Tom's Jr <br />Job No.23033 <br />Plan <br />: <br />: <br />: <br />: <br />Designed <br />Checked <br />Date 12/11/2023 <br />Client 0 <br />TIC Structure Design 2023 <br />17 <br />1430 E Edinger Ave <br />3/27/2025