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UPSTATE ENGINEERING <br />PO BOX 952 <br />LYNNWOOD, WA 98046 <br />andy@upst8.com <br />(206) 280-4715 <br />Wood Beam <br />Description : SGD Header <br />L J <br />Project Title: Smit�ne <br />Engineer: amg <br />Pro�ect Descr: Remodel <br />CQDE REFERENCES <br />_ _ - -- -- -- --- - <br />Calculations per NDS 2005, IBC 2006, CBC 2007, ASCE 7-05 <br />Load Combination Set : IBC2012 <br />Material Properties <br />Project ID: 0398 <br />File= f\L2do12014(6-1\0398SM-1\0398SM-1.EC6 <br />�LC, INC 19832014, Build:614126, Ver.6.14-126 <br />-- -- - -- — _ _ - - -- ----- __—_ - - <br />_ - -- -- — --- <br />Analysis Method : Allowable Stress Design Fb - Tension 850.0 psi E: Modulus of Elasticity <br />Load Combination i BC2012 Fb - Compr 850.0 psi Ebend- xx 1, 300.Oksi <br />Fc - Prtl 1, 300.0 psi Eminbend - xx 470.Oksi <br />Wood Species : HemFir Fc - Perp 405.0 psi <br />Wood Grade No.2 Fv 150.0 psi <br />Ft 525.0 psi Density <br />Beam Bracing : Beam is Fully Braced against lateral-torsion buckling <br />o�o �_=,, ,_�„ ; <br />� ♦ 1 <br />I <br />I <br />Ap�lied Loads <br />Uniform Load : D= 0.2250, Lr = 0.3750 , Tributary Width = 1.0 ft <br />DESIGN SUMMARY <br />Maximum Bending Stress Ratio = O.J5G: 1 <br />Section used for this span 4x8 <br />fb: Actual = 1,056.70psi <br />FB : Allowable = 1,105.00psi <br />Load Combination +D+Lr+H <br />Location of maximum on span = 3.00Oft <br />Span # where maximum occurs = Span # 1 <br />Maximum Deflection <br />axa <br />Span = 6.0 ft <br />27.70pcf <br />Service loads entered_ Load Factors will be applied for caiculations. <br />Maximum Shear Stress Ratio <br />Section used for this span <br />fv : Actual <br />Fv : Allowable <br />Load Combination <br />Location of maximum on span <br />Span # where maximum occurs <br />Max Downward L+Lr+S Deflection 0.076 in Ratio = `;._ � <br />Max Upward L+Lr+S Deflection 0.000 in Ratio = 0<360 <br />Max Downward Total Deflection 0.122 in Ratio = �,g 1 <br />Max Upward Total Deflection 0.000 in Ratio = v<240 <br />= O.a70 : 1 <br />4x8 <br />= 85.43 psi <br />= 150.00 psi <br />+p+Lr+H <br />= 0.000 ft <br />= Span # 1 <br />Overall Maximum Deflections - Unfacrored Loads <br />-- --- - - - -- ------ - — -- -- --- <br />Load Combination Span Max. "-" Defl Location in Span Load Combination Max. "+" Defl Location in Span <br />------- ------- -__- - _ _ _ _ — _ ------ — — ---- <br />D+Lr 1 0.1218 3.022 0.0000 0.000 <br />Vertical Reactions - Unfactored Support notation : Far left is #1 Values in KIPS <br />Load Combination Support 1 Support 2 <br />Overall MAXimum 1.800 1.800 <br />___ - - -- —_ ------- <br />Overall MlNimum 0.675 0.675 <br />D Only 0.675 0.675 <br />Lr Only 1.125 1.125 <br />D+Lr 1.800 1.800 <br />