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STRUCTURAL DESIGN ASSOCIATES Ttle : Job M �, „ <br />Dsgnr: ' <br />Project Oesc.: <br />Project Notes : <br />Wood Beam Design <br />Description : beam <br />�EPCALC, NC.I98}�pOB. Ver 60.19 <br />M8t@f101 PfOPOf�I@S Calcmaoons por tSC ;G��.'::�•� ::G(�7, 2N�5 :.!�5 <br />AnalysisMelhod:AllowableStressDesign Fb•Compr 85Dpsi E:Modulusa(Elasficity <br />Load Combination 2�D6 IBC & HSCE 7-OS Fb • Tension 850 psi Ebend• xz 1300ksi <br />Fc • Pdl 1300 psi Eminbend • xx 470ksi <br />Wood Spe:ies : Hem Fir Fc - Perp 405 psi <br />Wood Grade No.2 Fv 150 psi <br />Ft 525 psi Density 27.7pc1 <br />Beam Bracing : Beam is Fully Braced against lateral•torsion buckling <br />Applied Loads _ <br />Load tor Span Number 1 <br />Uniform Load : D= OA�60, L= 0.05330 k/ft, Tnbutary Width = 7.O ft <br />DESIGN SUMMQRY_ _ _ _ _ __ <br />Maximum Bending Stress Ralio = D.S:E 1 <br />Section used for this span 2-2x6 <br />fb:Actual = 642.95psi <br />FB:Allowable = 7,173.00psi <br />Load Combination +DiL+H <br />Location ol maximum on span = 6.478it <br />Span q where mazimum oaurs = Spzn k 1 <br />Maximum Deflection <br />Maz vo�.vnward Live Load DeOection = 0.259 in <br />Max Upward Live Load DeOeclion = 0.000 in <br />Live Load Deflection Ratio = SE1 <br />Max Down:vard Total De(lection = 0.336 in <br />Max Upward Total Defleclion = 0.000 in <br />Total Deilection Ratio = 45� <br />Service loaes entered. Load Factors H�tl be applieC for calculations. <br />Maximum Shear Stress Ratio <br />Section used f�r this span <br />fv : Actual <br />Fv : Ailowable <br />Load Combination <br />Location of maximur� on span <br />Span q where maximum occurs <br />�''':�� � •v_7�_�4; ->',,.^ <br />= e.�s�:i <br />2-2z8 <br />= 27.61 psi <br />= 150.00 psi <br />+�+L+H <br />= O.ODOft <br />= Span rt 1 <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination Maz Stress Ratios Summary ol Moment Values Summary ol5hear Values <br />Segmem Length Span a !d V Mactual Po�design Fb�al:ow Vactual N-0esign Fv-allow <br />fn�erall MAXimum Envelape <br />Length=12.750h Y O.StB 0.184 1G� i+:2°5 1,t73.00 O.sO 2i.61 150AD <br />.D <br />Lenglh=t2.�50h 1 0.�27 p.W2 0.33 1.8.45 1,t73.D0 0.09 6.3) �50.00 <br />-D,L.H <br />Lenglh=12750fl 1 0.548 0.784 1.41 642.95 1,ti3.00 0.40 27.61 t50.W <br />-D+LnF <br />Len�lh=1?.750ft 1 0.1e7 0.412 0.33 1<g.q5 1.173.0� O.D9 6.37 '�.50.DB <br />-D+O.TDLr-O.iSOL+H <br />Lengih=127508 1 0.-C3 0.749 1.14 519.33 1.173.00 G.32 ?2aQ ;50.0.^, <br />Overell Maximum Deflectfons - Unfactored Loads <br />Load Combinauon Span Max. =' Dell Location in Span Loatl Combination Maa.'+' Defl Lnca6or� in Span <br />fUeL i v.Jaod orio u,vdv.� v.�w <br />N 1 <br />