1430 E Edinger Ave-REV 1 - Plan - Laserfiche WebLink

Home Browse Search

Be am ID: 14 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_Roof 70PLF =4 x (15+20)/2 @ 7.25' to 22.25' POINT supp#2 of Beam 12 @ 0ft, (D=202 Lr=165) SELF WEIGHT 7.59PLF From 0' to 22.25' Point Load Location 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) 1 649 0 544 0 0 0 0 0 1193/0 2 171 0 220 0 0 0 0 0 392/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2853 7.25 5615 51 1.25 Shear (lbs)714 7.25 4856 15 1.25 Live Deflection 0.109 0 0.483 23 - Total Deflection 0.344 0 0.725 47 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 15 Section type:Douglas Fir-Larch No.1 Section name:6x10 Fb(+)/Fb(-) (psi): 1350/1350 Fv (psi): 170 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 70PLF =4 x (15+20)/2 @ 7.25' to 22.25' POINT supp#1 of Beam 12 @ 0ft, (D=202 Lr=165) POINT supp#2 of Beam 13 @ 0ft, (D=248 Lr=203) SELF WEIGHT 12.25PLF From 0' to 22.25' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1 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 1094 0 844 0 0 0 0 0 1938/0 2 78 0 123 0 0 0 0 0 201/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)6242 7.25 11634 54 1.25 Shear (lbs)975 7.25 7402 13 1.25 Live Deflection 0.281 0 0.483 58 - Total Deflection 0.688 0 0.725 95 - 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 14 1430 E Edinger Ave 3/27/2025