Laserfiche WebLink
Title Block Line 1 TiOe: ( Job# �� <br /> You wn change Ihis area C Engineer. � <br /> using Ihe'Setlings'menu Item PfO����' <br /> and Ihen using Ihe'Ptlnting d <br /> '�TiVe Block'selection. <br /> Ti�le Block Line 6 °i'°0���"��� 6�'"' <br /> Wood B�am er�nauau+c.,eesaoua+ae,xe:t,v«�.o�s <br /> �. �• <br /> Descriplion: DedcAwrjdsts <br /> CODE REFERENCES _. <br /> Calwlations per NDS 2005,IBC 2008,CBC 2007,ASCE 7-OS <br /> Load Combination Set: IBC 2008 <br /> Materlal Prope�tiea <br /> Analysis Method: Allowable Stress Design Fb•Tension B50 psi E:Modulus ol Elasficdy <br /> LoadCanWnationlBC2006 Fb-Canpr 850psi Ebend•zx 1300ksi <br /> Fc•PAI 1300psi Eminbend-zx 470ksi <br /> Wood Species : Hem Fir Fc•Perp 405 psi <br /> Wood Grade No2 Fv 150 psi <br /> FI 525psi Density 27.7pd <br /> Beam Bracing : Beam is Fully Braced against lateral-torsion buckling Repetitive Member Slress Increase <br /> . . �01331 L{0 115�. ____ ___�____ . <br /> i <br /> �� , <br /> �y.: <br /> � ; � � <br /> 2a6 <br /> SOan=60fl I <br /> Appll�Loidt Servica loads entered. Loed Factors will be applleC lor celculetions. <br /> Uni(orm Load D=0.01330, L=0.1130, inbulary Widih= 10 ft <br /> DESIGN_SUMMARY..___ ____ • ' • <br /> Maximum Bending Stress Ratio = 0.887. 1 Maximum Shear Stress Ratio = 0.488 : 1 <br /> Sedlan ueed for Ihis span 2x6 Sedion used fur thia a0en 2x8 <br /> Po:AGual = 901.84 psi H:Adual = 58.56 psi <br /> FB:Atlowable = 1,016.60psi fv:Allowable = 120.00 psi <br /> Loar.Candnalion +�+L�FI Load Combination �D�L+H <br /> Localion o1 mazimum on Span = 3 0(IOfl Loca�ion of ma:imum on span = O.00Ofl <br /> Span#where maximum occurs = Span k 1 Span u where manimum occurs = Span p 1 <br /> Mazimum Dellection <br /> Ma�Downward L+Lr�S DeOedion 0.129 in Ratio= 556 . <br /> Max UpwaM L+Lr+S Dellection 0.000 in Re��a` 0 c360 <br /> Max Downwerd Tolal DeOection 0.145 in Ratio= 498 '.. <br /> Max Upwaid Tolal DeBedion 0.000 in Ratio= 0<240 � <br /> Ovenll Mulmum Deflectiona•Unfactorad Loads <br /> Load Con6ination Span Ma� "DeA loeetbn in Span loed CmiGina6on Maa.'�DeA Latation in Span <br /> D�L 1 01445 3.OJ0 0.0000 0.000 <br /> VeAfcal Re�etiona•Unfaetored Support notatron Far lery b M1 Valuef In KIPS <br /> Load Comdnatbn Support 1 Support 2 <br /> �ve�17dA� �b�15—d 57�---- - -- -- --------- - <br /> Da�ry o.oao Ooao <br /> L Ony U.339 0 339 <br /> D�i 0379 0.J79 <br />