Laserfiche WebLink
Wood Beam <br />LIC# : KW-06016350, Build:20.24.07.08 RGSE INC.(c) ENERCALC INC 1983-2023 <br />DESCRIPTION:(E) 2-2x10 w/ (N) LVL 3.5x11.875 & (E) 4x14 (at AH-3A, grid line A.4&5-6) <br />Project File: 24324 Enercalc.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2021, ASCE 7-16 <br />Load Combination Set : ASCE 7-16 <br />Material Properties <br />Beam Bracing :Beam is Fully Braced against lateral-torsional buckling <br />Allowable Stress Design <br />Douglas Fir-Larch <br />No.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 31.210 <br />Analysis Method : <br />Eminbend - xx ksi <br />Wood Species : <br />Wood Grade : <br />Fb + <br />psi <br />psi <br />Fv psi <br />Fb - <br />Ft psi <br />Fc - Prll psi <br />psiFc - Perp <br />E : Modulus of Elasticity <br />Ebend- xx ksi <br />Density pcf <br />Load Combination :ASCE 7-16 <br />.Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Beam self weight calculated and added to loading <br />Uniform Load : D = 0.00120, Lr = 0.0030 ksf, Tributary Width = 8.0 ft, (x14.6%) <br />Point Load : D = 0.160 k @ 11.0 ft, (AH-3A weight (=2160#/2x14.6%)) <br />.DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.743: 1 <br />Load Combination +D+Lr <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 11.000 ft <br />26.33 psi= <br />= <br />1,237.50 psi <br />2-2x10Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1= <br />Load Combination +D+Lr <br />= <br />= <br />= <br />225.00 psi== <br />Section used for this span 2-2x10 <br />Maximum Shear Stress Ratio 0.117 : 1 <br />21.277 ft= <br />= <br />919.10 psi <br />Maximum Deflection <br />656 <br /><360 <br />307 <br />Ratio =0 <180 <br />Max Downward Transient Deflection 0.402 in <br />0 <br />Ratio =>=360 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.858 in Ratio =>=180 <br />Max Upward Total Deflection 0 in <br />fb: Actual <br />F'b <br />fv: Actual <br />F'v <br />Span: 1 : Lr Only <br />n/a <br />Span: 1 : +D+Lr <br />n/a <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />D Only 0.0 0.00 0.00.0 <br />1.00Length = 22.0 ft 1 0.574 0.080 0.90 1.100 1.001.00 1.00 1.82 511.8 891.0 0.24 162.01.00 13.01.00 <br />1.00+D+Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.743 0.117 1.25 1.100 1.001.00 1.00 3.28 919.1 1,237.5 0.49 225.01.00 26.31.00 <br />1.00+D+0.750Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.660 0.102 1.25 1.100 1.001.00 1.00 2.91 817.3 1,237.5 0.43 225.01.00 23.01.00 <br />1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 22.0 ft 1 0.194 0.027 1.60 1.100 1.001.00 1.00 1.09 307.1 1,584.0 0.14 288.01.00 7.81.00 <br />. <br />12/05/24 JOB# 24399 Page 48 of 51 <br />see page 15 <br />1851 E Deere <br />Ave-Purlins4/8/2025