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

Home Browse Search

Be am ID: 5 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 @ 0' to 5.5' Load_Roof 35PLF =2 x (15+20)/2 @ 19.75' to 21.75' Load_Roof 365.625PLF =11.25 x (45+20)/2 @ 19.75' to 21.75' Load_Roof 192.5PLF =11 x (15+20)/2 @ 5.5' to 19.75' POINT supp#1 of Beam 4 @ 19.75ft, (D=347 Lr=202) POINT supp#1 of Beam 1 @ 0ft, (D=349 Lr=388) SELF WEIGHT 12.25PLF From 0' to 21.75' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1575 0 1697 0 0 0 0 0 3272/0 2 1265 0 945 0 0 0 0 0 2210/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)5297 5.5 11634 46 1.25 Shear (lbs)1916 5.5 7402 26 1.25 Live Deflection 0.173 14.44 0.542 32 - Total Deflection 0.344 14.6 0.812 42 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 6 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 @ 0' to 15' SELF WEIGHT 7.59PLF From 0' to 15' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 282 0 300 0 0 0 0 0 582/0 2 282 0 300 0 0 0 0 0 582/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2182 7.5 5615 39 1.25 Shear (lbs)524 15 4856 11 1.25 Live Deflection 0.123 7.5 0.5 25 - Total Deflection 0.239 7.5 0.75 32 - 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 9 1430 E Edinger Ave 3/27/2025