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!wood Beam <br />UC#: KW-06017286 , Build :20 .23 .08 .30 <br />DESCRIPTION: HDR-1 -Header <br />CODE REFERENCES <br />Calculations per NDS 2018 , IBC 2021 , ASCE 7-16 <br />Load Combination Set : IBC 2021 <br />Material Properties <br />Analysis Method : Allowable Stress Design <br />Load Combination IBC 2021 <br />Wood Species <br />Wood Grade <br />Douglas Fir-Larch <br />No.2 <br />Project Title: <br />Engineer: <br />Project ID : <br />Project Descr: <br />VP HOME <br />Fb + <br />Fb- <br />Fe-Prll <br />Fe-Perp <br />Fv <br />Ft <br />900 .0 psi <br />900 .0 psi <br />1,350 .0 ps i <br />625.0 psi <br />180.0 psi <br />575 .0 psi <br />Project File: SA GOlden West.ec6 I <br />(c) ENERCALC INC 1983-2023 <br />E : Modulus of Elasticity <br />Ebend-xx 1,600 .0ksi <br />Eminbend-xx 580.0ksi <br />Density 31.210pcf <br />Beam Bracing Beam is Fully Braced against lateral-torsional buckling <br />4x8 <br />Span= 10.0 ft <br />Applied Loads Service loads entered . Load Factors will be applied for calculations . <br />Beam self weight calculated and added to loading <br />Uniform Load : D = 0 .020 , Lr = 0 .020 ksf, Tributary Width= 4 .0 ft , (Roof Loads) <br />Q_~SIGN SUMMARY Design OK <br />!Maximum Bending Stress Ratio = 0 .554 1 Maximum Shear Stress Ratio = 0.192: 1 <br />Section used for this span 4x8 Section used for this span 4x8 <br />fb : Actual = 809 .65psi tv : Actual = 43.20 psi <br />F'b = 1 ,462 .50 psi F'v = 225 .00 psi <br />Load Combination +D+Lr Load Combination +D+Lr <br />Location of maximum on span = 5.000ft 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 0.102 in Ratio= 1178 >=360 Span : 1 : Lr Only <br />Max Upward Transient Deflection 0 in Ratio= 0<360 n/a <br />Max Downward Total Deflection 0.211 in Ratio= 569 >=180 Span : 1 : +D+Lr <br />Max Upward Total Deflection 0 in Ratio= 0<180 n/a <br />Maximum Forces & Stresses for Load Combinations <br />Load Combination lli'lax Stress Rabos lli'lomen( V'alues Sfiear V'alues <br />Segment Length Span# M v CD CM Ct Clx CE Cfu ci C r M fb F'b v tv F'v <br />DOnly 0.0 0.00 0.0 0.0 <br />Length = 10 .0 ft 0.397 0.138 0.90 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.07 418 .3 1,053 .0 0.38 22 .3 162.0 <br />+D+Lr 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br />Length = 10.0 ft 0.554 0.192 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.00 2.07 809 .6 1,462 .5 0.73 43 .2 225 .0 <br />+D+0 .750Lr 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br />Length= 10.0 ft 0.487 0.169 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.82 711 .8 1,462.5 0.64 38 .0 225 .0 <br />+0 .60D 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 0.00 0.0 0.0 <br />Le ngth = 10.0 ft 0.134 0.046 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.64 251 .0 1,872 .0 0.23 13.4 288.0 <br />2325 W Mark St - <br />1011185516/17/2024