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Project Title: <br /> Engineer: Project ID: <br /> Project Descr: <br /> Printed:6 DEC 2016, 6:37PM <br /> Steel Beam <br /> Lic.#::KW-06011349 Licensee:SSF,KW-06011349 <br /> Description : Typical Girder(W18x50)-Truck Loading <br /> CODE REFERENCES <br /> Calculations per AISC 360-10, IBC 2012,ASCE 7-10 <br /> Load Combination Set:ASCE 7-10 <br /> Properties <br /> Mate.__Tial <br /> Analysis MethosAllowable Strength Design Fy:Steel Yield 50.0 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(4.5 Lt9) D(1649)'1(35.75) 1(33) DQfr>3) D(4.5)1(9) <br /> • <br /> 1ir;t� �}�� a:�)`�} 0.1 i�)S� J� �`r"\4 r.q rs'V,2z1�\�l�i, E:,�ls� �'.r "`�i lSx rzi� �v�i�j� '��r z�.S^:j, l.,N�r�� c �}(r�\C(i��r �� Y4 �( °)�'-tiry �" <br /> s r_1t �.)o;;a_il � ;,^l+ t 11,g.- }i .,�,;z,. i-x. 3..",.5I Ei,hi�,l..: Z �.c�i;;� x`.3,0 ;& 7.ksitii..ladt�l�r-..mss.s-;';''i`�.,c,i,ek. ,la+f, ��O�+:'ktt� ��d <br /> Span=4.0 ft Y Span=t5.0 ft Y Span-15.0 ft Spat a 4.0 ft <br /> W18x50 LLLIIII W18450 LL�1 WI 8160 111111 W18450 <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Load(s)for Span Number 1 <br /> Point Load: D=4.50, L=9.Ok@O.Oft <br /> Load(s)for Span Number 2 <br /> Point Load : D= 16.880, L=33.750 k @ 7.50 ft <br /> Load(s)for Span Number 3 <br /> Point Load : L=33.0 k@ 3.0 ft <br /> Point Load: L=33.0 k @ 7.50 ft <br /> Point Load: D=16.880 k @ 7.50 ft <br /> Load(s)for Span Number 4 <br /> Point Load: D=4.50, L=9.0k@4.0 ft <br /> DESIGN SUMMARY Design OK <br /> Maximum Bending Stress Ratio = 0.684: 1 Maximum Shear Stress Ratio= 0.483: 1 <br /> Section used for this span W18x50 Section used for this span W18x50 <br /> Ma:Applied 172.393 k-ft Va:Applied 61.768 k <br /> Mn/Omega:Allowable 251.996 k-ft Vn/Omega:Allowable 127.80 k <br /> Load Combination +D+L+H,LL Comb Run(L*L*) Load Combination +D+L+H,LL Comb Run (*LL*) <br /> Location of maximum on span 7.500ft Location of maximum on span 15.000 ft <br /> Span#where maximum occurs Span#3 Span#where maximum occurs Span#2 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 0.122 in Ratio= 784>=360 <br /> Max Upward Transient Deflection -0.155 in Ratio= 620>=360 <br /> Max Downward Total Deflection 0.226 in Ratio= 796>=240. <br /> Max Upward Total Deflection -0.163 in Ratio= 588>=240. <br /> Overall Maximum Deflections <br /> Load Combination Span Max.""Defi Location in Span Load Combination Max."+"Defl Location in Span <br /> L Only 1 0.1224 0.000 +D+L+H -0.1095 0.400 <br /> +D+L+H 2 0.1685 7.300 L Only -0.0747 12.300 <br /> +D+L+11 3 0.2262 7.600 0.0000 12.300 <br /> 4 0.0000 7.600 +D+L+H -0.1633 4.000 <br />