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Title Block Line 1 Project Titie: �� <br /> You can change this area Engineer: Project ID: <br /> � using�the"'Settings"menu item Project Descr: <br /> antl then using the"Printing& <br /> Title Block"selection. <br /> Title Blaek:li�te6 ,,,;: ;��.r•�_e�� <.,.fa�„� <br /> �___ �.__._. <br /> WOOC� B@1f1'1 F�e=t�!i�atme�tL9tiENERCAi.�DataFiles <br /> ENERCALC,�NC 198�2017,Build;iq17.1210,Vec10-1712.10 <br /> +,1 t <br /> a � <br /> Description: NEW ROOF BEAM , <br /> CODE REFFRENCES <br /> --- ..---___�_ -------- —____,___ <br /> Calculations per NDS 2015, IBC 2015,CBC 2016,ASCE 7-10 <br /> Load Combination Set: IBC 2015 <br /> Materiai.F?ra�erties___ _ _ . ___ _. . _. _._ . <br /> Analysis Nfethod; Allowable Stress Design Fb+ 900 psi E:Modulus of Elasticity <br /> Load Combination i BC 2015 Fb- 900 psi Ebend-xx 1600 ksi <br /> Fc-Prll 1350 psi Eminbend-xx 580 ksi <br /> Wood Species : Douglas Fir-Larch Fc-Perp 625 psi <br /> Wood Grade : No.2 Fv 180 ps} <br /> Ft 575 psi Density 31.2 pcf <br /> Beam Bracing : Beam is Fully Braced against lateral-torsional buckling <br /> . ___ _ <br /> �. .154)L�0;2�6L ` i <br /> DD <br /> a. �.____��__ � � � �._.,.._.... �,� <br /> ; � aX�a � i <br /> 8pan=7.330 ft � <br /> � ` --- — — ��.�_ <br /> Applied Loads �e�vice laads antered.�oad Factors will pe appliec!for caiculations. <br /> Uniform load: D=0.1540, L=0.2560, Tributary Width=1.0 ft <br /> DESIGN SUMMARY w- m • <br /> Maximum Bending Stress Ratio = (3,61� 1 Maximum Shear Stress Ratio = 0.308 : 1 <br /> Section used for this span 4x10 Section used for this span 4x10 <br /> fb:Actual = 662.04psi fv:Actual = 55.39 psi <br /> FB:Allowable = 1,080.00psi Fv:Ailowable = 180.00 psi <br /> Load Combination +D+L+H Loatl Combination +D+L+H <br /> Location of maximum on span = 3.665ft 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 0.045 in Ratio= 1�42>=240 <br /> ; Max Upward Transient Deflection OA00 in Ratio= 0<240 <br /> Max Downward Total Deflection 0.073 In Ratio= 9212>=180 <br /> Max Upward Total�eflection 0.000 in �atio= 0<180 <br /> --_._ _,�___ . �------ __ _ � _� __ _.__ ,_,_ _ __--� <br /> Vertical React+ons Supportnotation:Farleftis#1 Val�esinKlPS F � <br /> ,_� ._____v.��___. ��_�_. . _ , _ __ ��w <br /> Load Combination � Support 1 Support 2 <br /> veratl Xfmum .503 T,5� <br /> Overall MlNimum 0.938 0.938 <br /> +p+H 4.564 0.564 <br /> ��� 1.503 1.503 <br /> +D+I-riFf 0.564 0.564 <br /> +p+S+H 0.564 0.564 <br /> +D+0.750Lri0.750L+H 1.268 1.268 <br /> +Di0,750L+0.750S+H 1,266 1.268 <br /> +D+O.60W+H 0.564 0.564 <br /> +D+0.70E+H 0.564 0.564 <br /> +D+0.750Lr+0.750L+0.450W+H 1.268 1,266 <br /> �,� /C,� <br /> �..� .��-M� <br />