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

Home Browse Search

Be am ID: 27 Fl Bm @ RTU1 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 146.25PLF =4.5 x (45+20)/2 @ 0' to 7.75' SELF WEIGHT 5.95PLF From 0' to 7.75' 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) 1 415 0 174 0 0 0 0 0 590/0 2 415 0 174 0 0 0 0 0 590/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1143 3.88 3737 31 1.25 Shear (lbs)492 0 3806 13 1.25 Live Deflection 0.021 3.88 0.258 8 - Total Deflection 0.069 3.88 0.388 18 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 28A Fl Bm @ KEF2 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 48.75PLF =1.5 x (45+20)/2 @ 1.5' to 3' SELF WEIGHT 5.95PLF From 0' to 7.25' 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 56 0 16 0 0 0 0 0 72/0 2 37 0 7 0 0 0 0 0 44/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)107 2.68 2691 4 0.9 Shear (lbs)56 0 2741 2 0.9 Live Deflection 0.001 3.26 0.242 0 - Total Deflection 0.007 3.41 0.362 2 - Passe d Max Moment: D Max Shear: D Max Deflection: D + Lr 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 20 1430 E Edinger Ave 3/27/2025