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Page19 <br /> . Title Block Line 1 Project Title: <br /> You can change this area Engineer: <br /> using the"Settings"menu item Project ID: <br /> and then using the"Printing& Project Descr: <br /> Title Block"selection. <br /> Title Block Line 6 Printed: 8 MAR 2021, 2:53PM <br /> Wood Beam File:Wise Attic Beams.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lic.#:KW-06004530 DEGENKOLB ENGINEERS <br /> DESCRIPTION: (N) Beam under(E)Dbl 2x8 at 2nd Fir <br /> CODE REFERENCES <br /> Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 <br /> Load Combination Set:ASCE 7-16 <br /> Material Properties <br /> Analysis Method: Allowable Stress Design Fb+ 1700 psi E:Modulus of Elasticity <br /> Load Combination ASCE 7-16 Fb- 1700 psi Ebend-xx 1300 ksi <br /> Fc-Pill 1400 psi Eminbend-xx 660.75 ksi <br /> Wood Species :iLevel Truss Joist Fc-Perp 680 psi <br /> Wood Grade :TimberStrand LSL 1.3E-Beam/Col Fv 400 psi • <br /> Ft 1075 psi Density 45.01 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> D(0.956) <br /> 3.5x7.25 <br /> Span=10.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Point Load: D=0.9560 k @ 4.250 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.59G 1 Maximum Shear Stress Ratio = 0.090 : 1 <br /> Section used for this span 3.5x7.25 Section used for this span 3.5x7.25 <br /> fb:Actual = 911.14psi fv:Actual = 32.49 psi <br /> Fb:Allowable = 1,530.00psi Fv:Allowable = 360.00 psi <br /> Load Combination D Only Load Combination D Only <br /> Location of maximum on span = 4.270ft Location of maximum on span = 0.000ft <br /> Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.233 in Ratio= 516>=180 <br /> Max Upward Total Deflection 0.000 in Ratio= 0<180 <br /> Maximum Forces & Stresses for Load Combinations <br /> Load Combination Max Stress Ratios Moment Values Shear Values <br /> Segment Length Span# M V Cd C FN C i Cr C m C t C L M lb F'b V fv F'v <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=10.0 ft 1 0.596 0.090 0.90 1.000 1.00 1.00 1.00 1.00 1.00 2.33 911.14 1530.00 0.55 32.49 360.00 <br /> +0.60D 1.000 1.00 1.00 1.00 1.00 1.00 0.00 0.00 0.00 0.00 <br /> Length=10.0 ft 1 0.201 0.030 1.60 1.000 1.00 1.00 1.00 1.00 1.00 1.40 546.68 2720.00 0.33 19.50 640.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Deft Location in Span <br /> D Only 1 0.2325 4.781 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 0.550 0.406 <br /> Overall MINimum 0.330 0.244 <br /> D Only 0.550 0.406 <br />