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Title Block Line 1 Project Title: <br /> You can change this area Engineer: Project ID: <br /> using the"Settings"menu item Project Descr: <br /> and then using the"Printing& <br /> Title Block"selection. <br /> Title Block Line 6 punted r APR 2016 `,.,110Ati <br /> Steel Beam File d.\Documents\ENERCALC Data Files17421.ec6 <br /> ENERCALC,INC 1983-2016 Build 616 3 30 Ver 6 Q 25 <br /> twr>;+ -:KW-0600813 ' ' _,.' ` .•.... f i n seeT `T1 RAt Qg ,GN-ASSPC"#ji <br /> Description: -None-- <br /> CODE REFERENCES <br /> Calculations per AISC 360-05, IBC 2009,ASCE 7-10 <br /> Load Combination Set:ASCE 7-05 <br /> Material Properties <br /> Analysis Method: Allowable Strength Design Fy:Steel Yield 36.0 ksi <br /> Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi <br /> Bending Axis: Major Axis Bending <br /> x(0.166]L(0.56) <br /> �(0.10e)L(0.36� 'i + AVQ.tk;�6:}1-{741 + <br /> �� <br /> Span=4.O ft Span=21.0 ft <br /> W10x54 W10x54 <br /> Applied Loads Service loads entered. Load Factors will be applied for calculations. <br /> Beam self weight NOT internally calculated and added <br /> Load for Span Number 1 <br /> Uniform Load: D=0.1080, L=0.360 k/ft, Tributary Width=1.0 ft <br /> Load for Span Number 2 <br /> Uniform Load: D=0.1380, L=0.460 k/ft,Extent=0.0-->>8.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: D=0.1680, L=0.560 k/ft,Extent=8.0--»21.0 ft, Tributary Width=1.0 ft <br /> Point Load: D=1.638, L=5.460 k na 4,0 ft <br /> DESIGN SUMMARY Desi n OK.-<. ; <br /> Maximum Bending Stress Ratio = 0.427: 1 Maximum Shear Stress Ratio= 0.236 : 1 <br /> Section used for this span W10x54 Section used for this span W10x54 <br /> Ma:Applied 51.029 k-ft Va:Applied 12.726 k <br /> Mn/Omega:Allowable 119.641 k-ft Vn/Omega:Allowable 53.813 k <br /> Load Combination +D+L+H Load Combination +D+L+H <br /> Location of maximum on span 9.156ft Location of maximum on span 4.000 ft <br /> Span#where maximum occurs Span#2 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.363 in Ratio= 694>=360 <br /> Max Upward Transient Deflection -0.228 in Ratio= 420>=360 <br /> Max Downward Total Deflection 0.472 in Ratio= 534>=240. <br /> Max Upward Total Deflection -0.297 in Ratio= 323>=240. <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 Support 3 <br /> Overall MAXimum 14.598 8.620 <br /> Overall MINimum 2.021 1.193 <br /> D Only 3.369 1.989 <br /> +D+L+H 14.598 8.620 <br /> +D+Lr+H 3.369 1.989 <br /> +D+S+H 3.369 1.989 <br /> +D+0.750Lr+0.750L+H 11.791 6.962 <br /> +D+0.750L+0.750S+H 11.791 6.962 <br /> +D+W+H 3.369 1.989 <br /> +D+0.70E+H 3.369 1.989 <br /> +D+0.750Lr+0.750L+0.750W+H 11.791 6.962 <br /> +D+0.750L+0.750S+0.750W+H 11.791 6.962 <br /> +D+0.750Lr+0.750L+0.5250E+H 11.791 6.962 <br /> +D+0.750L+0.750S+0.5250E+H 11.791 6.962 <br /> +0.60D+W+H 2.021 1.193 <br /> Only+0.70E+H 2.021 1.193 <br /> D <br /> D Only 3.369 1.989 / <br /> fa;2 i) <br /> Lr Only <br />