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s <br /> Shutter Consulting Engineers,Inc. <br /> 12503 Bel-Red Road Engineer: <br /> Title: <br /> (../tY <br /> Suite 100 Project ID:Bellevue,WA 98005 Project Descr: �S 1•j‘0,1-t) <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:14 OCT 2020, 5:35PM <br /> Steel Beam <br /> File:Baywood lndustrial.ec6 w <br /> Software co p y n r,r ENLRCALC,INC f983-2020 Budd 12.20 817 <br /> filar#rH�r'z .,403 tsra h stio. .: `.ae,i,a n krti • o Fat' - m x a x 'r ,, a v ONSiUL E S^' <br /> vv ttft g R T� (�'� I' <br /> . 4�. r..a.....-w't.,�.lne�I. �4 ,A`..r4Kv..v..,.. 'yli� .L � .—�i� �'v�'�'C��N ��Yx>Fn P�i°Y��iN . .Sx..R.�c6:�� ��,�a <br /> DESCRIPTION: Wide-Flange Joist <br /> CODE REFERENCES <br /> Calculations perAISC 360-16,IBC 2018, CBC 2019,ASCE 7-16 <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Load Resistance Factor 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 /> 1- <br /> I' <br /> o(0.15)S(0.25) r <br /> 8 6 "_' o a <br /> fi <br /> a" <br /> -: � � s• <br /> 'can' <,x <br /> ;.,..�:.�' ...,^._�,c. ;. �_... �,...,,.:<a . .. _.tee-..n,.»1_ '-`< .-.v4='- ..<r.�.,», ,. <br /> l_ <br /> W 18x35 1 <br /> Span <br /> Applied Loads Service loads entered.Load Factors will be applied for calculations. <br /> Beam self weight calculated and added to loading <br /> Uniform Load: D=0.0150, S=0.0250 ksf, Tributary Width=10.0 ft,(roof) <br /> DESIGN SUMMARY ,�'/4�~ `�s ";_i <br /> . ��-.,t� � '�stgn OK <br /> - Maximum Bending Stress Ratio = 0.550: 1 Maximum Shear Stress Ratio= 0.082: 1 <br /> Section used for this span WI8x35 Section used for this span W1 8x35 <br /> Mu:Applied 137.151 k-ft Vu:Applied 13.062 k <br /> Mn`Phi:Allowable 249.375 k-ft Vn'Phi:Allowable 159.30 k <br /> Load Combination +1.20D+1.605 Load Combination +1.20D+1.60S <br /> Location of maximum on span 21.000ft 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 1.189 in Ratio= 423>=360 i <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 2.069 in Ratio= 244>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max."2 Dell Location in Span Load Combination Max"+"Deft Location in Span f <br /> +D+S 1 2.0686 21.120 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 9.135 9.135 <br /> Overall Mltdimum 2.331 2.331 <br /> D Only 3.885 3.885 <br /> t <br /> +D-S 9.135 9.135 I <br /> +D+0.750S 7.823 7.823 <br /> +0.60D 2.331 2.331 <br /> S Only 5.250 5.250 <br /> , <br />