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I <br /> 'flp <br /> Shutter Consulting Engineers,Inc. Project Title: C./- I <br /> 12503 Bel-Red Road Engineer: <br /> Suite 100 Project ID: (� b <br /> Bellevue,WA 98005 Project Descr; y <br /> (425)450-4075*Fax(425)450-4076 <br /> Printed:30 SEP 2020, 4:08PM I <br /> Steel Beam Ffle:Baywood industriaLec6 <br /> Software htENERCALCINC1983-2020,Build1220817 <br /> ,gfa`#l$; O60.0346 ''. r 'T .ac M;y ...,Rin.,41190NSUIIV.9 ENGINEERs:. <br /> DESCRIPTION: W-2(gravity only) <br /> CODE REFERENCES i <br /> 11 <br /> Calculations per AISC 360-16, IBC 2018, CBC 2019,ASCE 7-16 I <br /> Load Combination Set:ASCE 7-10 <br /> Material Properties <br /> Analysis Method: Load Resistance Factor Design Fy:Steel Yield: 50.0 ksi k <br /> Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000,0 ksi f <br /> Bending Axis: Major Axis Bending J <br /> D(9) (15) D(9)$(15) D(9) (15) D(9) (15) D(9) 0(9)S(15) <br /> 4sl',�`.�j. n „ w...r,,,. -: 3:; .;...'*. a 111.4 .s -*T'ri _ - r(15) <br /> , .n- - :: <br /> I <br /> W33x141 <br /> Span=56.0fl I <br /> F <br /> Applied Loads Service loads entered.Load Factors wilt be applied for calculations. <br /> Beam self weight calculated and added to loading ' <br /> Load(s)for Span Number 1 <br /> Point Load: D=9.0, S=15.0 k @ 2.0 ft,(joist) <br /> ij <br /> Point Load: D=9.0, S=15.0 k @ 12.0 ft,(joist) gt I <br /> Point Load: D=9.0, S=15.0 k @ 22.0ft,(joist) <br /> Point Load: D=9,0, S=15.0 k @ 32.0 ft,(joist) I <br /> Point Load: D=9,0, S=15.0 k @ 42.0 fl,(joist) <br /> Point Load: D=9.0, S=15.0 k @ 52.0 ft,(joist) I <br /> DESIGN SUMMARY 5 es ditOK I <br /> Maximum Bending Stress Ratio = 0.746:1 Maximum Shear Stress Ratio= 0187: 1 <br /> . Section used for this span W33x141 Section used for this span W33x141 <br /> Mu:Applied 1,437.087 k-ft Vu:Applied 112.866 k <br /> Mn*Phi:Allowable 1,927.500 k-ft Vn*Phi:Allowable 604.40 k I <br /> Load Combination +1.20D+1.605 Load Combination +1.20D+1.605 <br /> Location of maximum on span 32.000ft 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 1.548 in Ratio= 433>=360 I <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 2.627 in Ratio= 256>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 IIIOverall Maximum Deflections <br /> Load Combination Span Max"2 Defl Location In Span Load Combination Max."+"Dell Location in Span • <br /> +D+S 1 2.6269 _ 28.160 0.0000 0.000 <br /> Vertical Reactions Support notation:Far left is#1 Values in KIPS I <br /> Load Combination Support 1 Support 2 <br /> Overall MAXimum 78.519 73.377 <br /> Overall MINimum 19.147 17.990 . <br /> D Only 31.912 29.984 <br /> +D+S 78.519 73.377 <br /> +0+0.750S 66.868 62.528 <br /> 6d <br /> , I <br />