Laserfiche WebLink
Shutler Consulting Engineers,Inc. Project Title: <br /> 12503 Bel-Red Road Engineer: <br /> Suite 100 Project ID: 01 I .� <br /> Bellevue,WA 98005 Project Descr: i <br /> !' (425)450-4075*Fax(425)450-4076 <br /> Printed:30 SEP 2020, 4:01PM <br /> Steel$t?af11 He:Baywood Industrial ec6 ; <br /> Software ncpynght ENL'CALG,INC.1983-2020,Build:12 208.1T <br /> tga t RscP Ul TIN.. N itiRE <br /> "iFsc"fa-�c�i�.'?. M9�..%, U:3�.� ...�? ��:(x�mY ,l <br /> DESCRIPTION: W-1 (gravity only) <br /> , <br /> CODE REFERENCES 11 <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 <br /> D(9) (15) D(9) (15) D(9) (15) D(9) (15) D(9) "'(15) <br /> '•7'''.' 7 Se'}, .1: .sue _ krnra r. c'1 .F-i. z (`; .a c .,1- .,,t .�:. 4 s X. xm --•y.h at fi'f iliM <br /> <r'' W33x141 <br /> ,�. Span=58.0ft r <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=9.0, S=15.0 k @ 16.0 ft,(joist) <br /> (..... Point Load: D=9.0, S=15.0 k @ 26.0 ft,(joist) <br /> • <br /> Point Load: D=9.0, S=15.0 k @ 36.0 ft,(joist) <br /> Point Load: D=9.0, S=15.0 k @ 6.0 ft,(joist) <br /> Point Load: D=9.0, S=15.0 k @ 46.0 ft,(joist) <br /> DESIGN SUMMARY catiNOWijitONEMS, <br /> Maximum Bending Stress Ratio = 0.750: 1 Maximum Shear Stress Ratio= 0.162 : 1 <br /> Section used for this span W33x141 Section used for this span W33x141 <br /> Mu:Applied 1,444.691 k-ft Vu:Applied 97.952 k <br /> Mn*Phi:Allowable 1,927.500 k-ft Vn*Phi:Allowable 604.40 k <br /> Load Combination +1.20D+1.605 Load Combination +1.20D+1,60S <br /> Location of maximum on span 26.080ft Location of maximum on span 0,000 ft <br /> Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 <br /> Maximum Deflection j <br /> Max Downward Transient Deflection 1.531 in Ratio= 438>=360 <br /> Max Upward Transient Deflection 0.000 in Ratio= 0<360 <br /> Max Downward Total Deflection 2.597 in Ratio= 259>=240. <br /> Max Upward Total Deflection 0.000 in Ratio= 0<240.0 <br /> Overall Maximum Deflections <br /> Load Combination Span Max.°"Dell Location in Span Load Combination Max."+"Deft Location in Span <br /> +0+5 1 2.5969 28.000 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 68.234 59.662 i <br /> ( Overall MINimum 16.833 14.905 <br /> D Only 28.055 24.841 <br /> +D+S 68.234 59.662 <br /> +D-+0.750S 58.189 50.957 i <br /> +0.60D 16.833 14.905 <br /> S Only 40.179 34.821 lj <br /> i <br />