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Tille Block Une 'l <br />You can change lhis area <br />using the 'Settings' menu item <br />and lhen using the "Printing & <br />Tit]e Block" selection. <br />oescription : RB'l ' Rool Beam <br />Prcject Title: <br />Engineer: <br />Project lD: <br />Project Descr: <br />Prinlad: 8 JIIL 2018 11r46P[/t <br />Calculalions per NDS 2015, IBC 2015, CBC 2016, ASCE 7-10 l <br />Load Combination Set : ASCE 7-10 <br />Material Properties <br />Analysjs l\,lethod : Allowable Stress Design <br />Load Combination ASCE 7-10 <br />Wood Species iTrus Joist <br />Wood Grade : Parallam PSL 2.0E Fv <br />Ft <br />2,900.0 psi <br />2,900.0 psi <br />2,900.0 psi <br />750.0 psi <br />290.0 psi <br />2,025.0 psi <br />Fb+ <br />Fb- <br />E : Modulus of AasliciyEbend-xx 2,000.0ksi <br />Eminbend-xx 1,016.54ksi <br />Density 45.050pcf <br />Repettive Member Stress lncrease <br />Fc <br />Fc <br />Prll <br />Perp <br />Beam Bracing : Beam is Fully Braced against lateraltorsional buckling <br />D 008 16 <br />3.5x16.0 <br />Span = 27.0 ft <br />Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Unifo.m Load : D = 0.010, Lr = 0.020 ksl, Tribulary Width = 8.0 ft, (Roof Loads) <br />DESTGN SU-MMABY: . -_,-,_,, ", <br />Maximum Bending Stress Ratio <br />Section used for this span <br />lb Actual <br />FB : Allowable <br />Load Combination <br />Location of maximum on span <br />Span # where maximum occurs <br />Maximum Deflection <br />Max Downwa.d T.ansient Deflection <br />0.435 1 Maximum Shear Stress Ratio <br />3.5x16.0 Section used for lhis span <br />1 ,757 .4'l psi tu : Actual <br />4,037.73psi Fv : Allowable <br />+D+l-r+H I Load Combinalion13.500f1 Location of maximum on span <br />Span { 1 Span f where maximum occurs <br />0,805 in Ratio = 402>=360 <br />0.000 <br />1.208 <br />0.000 <br />Max Upward Transient Deflection <br />Max Downward Total Deflection <br />Max Upwad Total Deflection <br />in Ratio = 0<360 <br />in Raiio = 268 >=180 <br />in Ralio = 0 <180 <br />Design OK <br />Vertical Reactions.:Support notalion :Farleftis #1 Values in KIPS <br />Load Combination <br />Overall MAXimum <br />OveEllMlNimum <br />rO+1 <br />+O+L+l <br />+0+LrrN <br />ao+S+H <br />+DO.750Lr+o.7501+H <br />+0+0.7501+0.750S+H <br />+D+0.60w+li <br />+D+0.70E++l <br />rD+0.7501r+0.7501+0.450w+H <br />3.240 <br />2.160 <br />1.080 <br />1.080 <br />3.240 <br />1.080 <br />2.700 <br />1.080 <br />1.080 <br />1.080 <br />2.700 <br />3.240 <br />2.160 <br />1.osb <br />,t.osb <br />3.240 <br />1.08i) <br />2.700 <br />I 08p <br />f.080 <br />1.080 <br />2.70h <br />brv <br />COOE REFERENCES <br />l-- <br />I <br />I <br />0.217 :1 <br />3.5x16.0 <br />78.55 psi <br />362.50 psi <br />+D+Lr+H <br />0.000ft <br />Span # 1 <br />Support 1 Support2