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• <br /> Title Block Line 1 Project Title: t'' . <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 Panted 7 API,2616,s 10PM <br /> File=d\Documents\ENERCALC Data Files7421.ec6St a Beal : <br /> ENC 3 . r0 25 <br /> t»ror.#.; KW, .0600813 .; k >. Licensee'txSTRUCTURAL"DESIGN ASSOCIATES,.. <br /> Description: main floor beam under the bedroom <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 /> D(0.162)L(0.54) <br /> D(0.40;1..(1.08) 0(0.4861 L(1.62) <br /> $ V <br /> „. <br /> Span=20 0 ft <br /> �j wi0x54 <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=0.4040, L=1.080 klft,Extent=0.0-->>14.0 ft, Tributary Width=1.0 ft <br /> Uniform Load: D=0.1620, L=0.540 klft,Extent=14.0-->>20.0 ft, Tributary Width=1.0 ft <br /> Point Load: D=0.4860, L=1.620 k aa,14.0 ft <br /> DESIGN SUMMARY Desi:to OK <br /> Maximum Bending Stress Ratio = 0.614: 1 Maximum Shear Stress Ratio= 0.274 : 1 <br /> Section used for this span W10x54 Section used for this span W10x54 <br /> Ma:Applied 73.482 k-ft Va:Applied 14.768 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 9.943ft Location of maximum on span 0.000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.441 in Ratio= 543>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 0.600 in Ratio= 400>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 14.768 12.326 <br /> Overall MINimum 2.381 1.888 <br /> D Only 3.968 3.146 <br /> +D+L+H 14.768 12.326 <br /> +D+Lr+H 3.968 3.146 <br /> +D+S+H 3.968 3.146 <br /> +D+0.750Lr+0.750L+H 12.068 10.031 <br /> +D+0.750L+0.750S+H 12.068 10.031 <br /> +D+W+H 3.968 3.146 <br /> +D+0.70E+H 3.968 3.146 <br /> +0+0.750Lr+0.750L+0,750W+H 12.068 10.031 <br /> +D+0.750L+0.750S+0.750W+H 12.068 10.031 <br /> +D+0.750Lr+0.750L+0.5250E+H 12.068 10.031 <br /> +D+0.750L+0.750S+0.5250E+H 12.068 10.031 <br /> +0.60D+W+H 2.381 1.888 <br /> +0.60D+0.70E+H 2.381 1.888 <br /> D Only 3.968 3.146 <br /> Lr Only <br /> L Only 10.800 9.180 <br /> S Only <br />