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Title Block Line 1 Project Title: Page 21 <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 2021.11:57PM <br /> WOOCI BeamFile:WseAtticBeams.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12.20.8.24 <br /> Lie.#:KW-06004530 DEGENKOLB ENGINEERS <br /> DESCRIPTION: Kitchen Header <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 1300ksi <br /> Fc-PrIl 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(0.7) <br /> 3.5x7.25 <br /> i <br /> Span=7.0 ft <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Point Load: D=0.70 k @ 3.50 ft <br /> DESIGN SUMMARY Desi t n OK <br /> Maximum Bending Stress Ratio = 0.313 1 Maximum Shear Stress Ratio = 0.057 : 1 <br /> Section used for this span 3.5x7.25 Section used for this span 3.5x7.25 <br /> fb:Actual = 479.43psi fv:Actual = 20.69 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 = 3.500ft 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 0.060 in Ratio= 1396>=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 C d C FN C i Cr Cm C t CL M fb Fb V fv Pv <br /> D Only 0.00 0.00 0.00 0.00 <br /> Length=7.0 ft 1 0.313 0.057 0.90 1.000 1.00 1.00 1.00 1.00 1.00 1.23 479.43 1530.00 0.35 20.69 360.00 <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=7.0 ft 1 0.106 0.019 1.60 1.000 1.00 1.00 1.00 1.00 1.00 0.73 287.66 2720.00 0.21 12.41 640.00 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defl Location in Span Load Combination Max."+"Defl Location in Span <br /> D Only 1 0.0601 3.500 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 0.350 0.350 <br /> Overall MINimum 0.210 0.210 <br /> D Only 0.350 0.350 <br />