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Shutter Consulting Engineers,Inc. Project Title: C,\-- <br /> 12503 Bel-Red Road Engineer. to�i� <br /> Suite 100 Project ID: <br /> Bellevue,WA 98005 Project Descr: <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:15 OCT 2020, 1:16PM <br /> File:Baywood Industriatec6 - f ' <br /> Steel Beam SorrwarecopyrohtI-NERCALL IN .1983-2020,Bulld:12.20.8,17 <br /> 1.16;f r?-06000346 --- - n H.UTt; OSUTINGENGINEERS <br /> DESCRIPTION: W-3(gra 'YonIY) = E <br /> _. <br /> CODE REFERENCES ' <br /> F <br /> Calculations per AISC 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 I <br /> 0(9) (15) D(9) (15) D(9) (15) D(9)po5) D(9) (15) <br /> . _ __ <br /> 1 <br /> ,. `.i-_: . dam _ _ ,X <br /> X <br /> W33x141 <br /> Span=56.0 ft I <br /> Applied Loads Service loads entered.Load Factors will be applied ppliedforcalculations. 11 ' <br /> Beam self weight calculated and added to loading <br /> Load(s)for Span Number 1 <br /> Point Load: 0=9.0, S=15.0 k @ 8.0 ft,(joist) <br /> Point Load: D T.9.0, S=15.0 k @ MO ft,(joist) I <br /> Point Load: D=9.0, S=15.0 k @ 28.0 ft,(joist) <br /> Point Load: D=9.0, S=15.0 k @ 38.0 ft,(joist) I <br /> Point Load: 0=9.0, S=15.0k@48.0 it,(joist) <br /> DESIGN SUMMARY Desiii ri OK <br /> Maximum Bending Stress Ratio = 0.757: 1 Maximum Shear Stress Ratio= 0.152 : 1 <br /> Section used for this span W33x141 Section used for this span W33x141 I <br /> Mu:Applied 1,458.326 k-ft Vu:Applied 91.738 k <br /> Mn*Phi:Allowable 3,927.500 k-ft Vn*Phi:Allowable 604.40 k j <br /> Load Combination +1.20D+1.608 Load Combination +1.20D+1.605 <br /> Location of maximum on span 28.000ft Location of maximum on span 0.000 ft I <br /> Span#where maximum occurs Span it 1 Span#where maximum occurs Span#1 <br /> Maximum Deflection <br /> Max Downward Transient Deflection 1.541 in Ratio= 435>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 2.612 in Ratio= 257>=240. I <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.°"Deft Location in Span Load Combination Max."+Dell Location in Span I <br /> +0+8 1 2.6120 28.160 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KlPS I' <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 63.948 63.948 I <br /> Overall MINimum 15.869 15.869 <br /> D Only 26.448 26.448 <br /> +0+S 63.948 63.948 <br /> +0+0.750S 54.573 54.573 <br /> +0.600 15.869 15.869 I <br /> S Only 37.500 37.500 <br /> I <br />