1605 EDGEMOOR LN 2025-04-25 - Laserfiche WebLink

Project Title: Engineer: Project ID: SDA#9684A-6' DECK Project Descr: Wood Beam Project File:9684A.ec6 LIC#:KW-06014008,Build:20.23.10.02 Structural Design Associates (c)ENERCALC INC 1983-2023 DESCRIPTION: GULAM BEAM CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019,ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Analysis Method: Allowable Stress Design Fb+ 2,400.0 psi E:Modulus of Elasticity Load Combination: IBC 2018 Fb- 1,850.0 psi Ebend-xx 1,800.0ksi Fc-PrIl 1,650.0 psi Eminbend-xx 950.0 ksi Wood Species : DF/DF Fc-Perp 650.0 psi Ebend-yy 1,600.0ksi Wood Grade : 24F-V4 Fv 265.0 psi Eminbend-yy 850.0 ksi Ft 1,100.0 psi Density 31.210pcf Beam Bracing : Beam is Fully Braced against lateral-torsional buckling D(0.036)L(0.18)S(0.075) D(0.036)L(0.18)S(0.075) - __- b d b b Adikk 5.5x15 ok 5.5x15 Span=21.80 ft Span=3.50 ft Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Load for Span Number 1 Uniform Load : D=0.0120, L =0.060, S=0.0250 ksf, Tributary Width=3.0 ft, (DECK) Load for Span Number 2 Uniform Load : D=0.0120, L=0.060, S=0.0250 ksf, Tributary Width=3.0 ft, (DECK) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.43a. 1 Maximum Shear Stress Ratio = 0.183 : 1 Section used for this span 5.5x15 Section used for this span 5.5x15 fb:Actual 798.79psi fv:Actual = 42.37 psi F'b = 1,857.46psi F'v = 231.88 psi Load Combination +D+L+H,LL Comb Run(L") Load Combination +D+L+H,LL Comb Run(LL) Location of maximum on span = 10.839ft Location of maximum on span = 20.582 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maximum Deflection Max Downward Transient Deflection 0.419 in Ratio= 624>=360 Span:2:L Only,LL Comb Run(*L) Max Upward Transient Deflection -0.213 in Ratio= 392>=360 Span:2:L Only,LL Comb Run(L*) Max Downward Total Deflection 0.555 in Ratio= 471>=180 Span: 1 :+D+0.750L+0.750S+H,LL Comb Run(L") Max Upward Total Deflection -0.275 in Ratio= 304>=180 Span:2:+D+0.750L+0.750S+H,LL Comb Run(L*) Maximum Forces & Stresses for Load Combinations Load Combination Max Stress Ratios Moment Values Shear Values Segment Length Span# M V CD CM C t CLx Cv Cfu C i Cr M fb F'b V fv F'v +D+H 0.0 0.00 0.0 0.0 Length=21.80 ft 1 0.106 0.047 0.90 0.80 1.00 1.00 0.967 1.00 1.00 1.00 3.04 176.7 1,671.7 0.54 9.8 208.7 Length=3.50 ft 2 0.014 0.047 0.90 0.80 1.00 1.00 1.000 1.00 1.00 1.00 0.33 19.2 1,332.0 0.12 9.8 208.7 +D+L+H,LL Comb Run(*L) 0.80 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=21.80 ft 1 0.079 0.046 1.00 0.80 1.00 1.00 0.967 1.00 1.00 1.00 2.52 146.9 1,857.5 0.59 10.7 231.9 Length=3.50 ft 2 0.056 0.046 1.00 0.80 1.00 1.00 1.000 1.00 1.00 1.00 1.43 83.3 1,480.0 0.53 10.7 231.9 +D+L+H,LL Comb Run(L*) 0.80 1.00 1.00 1.000 1.00 1.00 1.00 0.0 0.00 0.0 0.0 Length=21.80 ft 1 0.430 0.179 1.00 0.80 1.00 1.00 0.967 1.00 1.00 1.00 13.73 798.8 1,857.5 2.28 41.4 231.9