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Be am ID: SB1 <br />Section type:HSS-Re ct, Fy = 46 ksi <br />Section name:HSS10X5X3/8 <br />E (ksi):29000 <br />Width (in):5 <br />Depth (in):10 <br />Applie d Loads: <br />Load_Roof 245PLF =14 x (15+20)/2 @ 0' to 22.25' <br />Load_Trellis 67.5PLF =6.75 x (10+10)/2 @ 0' to 22.25' <br />POINT supp#1 of Beam 15 @ 12ft, (D=1094 Lr=844) <br />SELF WEIGHT 35.1PLF From 0' to 22.25' <br /> Point Load Location <br />Re actions: <br />Support D L Lr S WSN WWE ESN EWE M ax. LC <br />(Down/Up) <br />1 2438 0 2322 0 0 0 0 0 4760/0 <br />2 2524 0 2388 0 0 0 0 0 4913/0 <br />Code che ck: <br />Actual Loc.(ft)Allowe d Ratio (%) <br />Moment (lbs-ft)32093 12 69780 46 <br />Shear (lbs)4913 0 103468 5 <br />Live Deflection 0.371 11.12 0.742 50 <br />Total Deflection 0.770 11.12 1.112 69 <br />*Load combination with Over Strength Factor Ω = 2.5 is always considered but may not be a governing load case! <br />Passe d <br />Max Moment: D + Lr <br />Max Shear: D + Lr <br />Max Deflection: D + Lr <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 />24 <br />1430 E Edinger Ave <br />3/27/2025