Laserfiche WebLink
Wood Beam <br />LIC# : KW-06017366, Build:20.24.03.04 B&J HBK, INC. (c) ENERCALC INC 1983-2023 <br />DESCRIPTION:Roof Pad 4x12 Check <br />Project File: 3009 Daimler Cath Lab.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />CODE REFERENCES <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />Load Combination Set : IBC 2021 <br />Material Properties <br />Beam Bracing :Beam is Fully Braced against lateral-torsional buckling <br />Allowable Stress Design <br />Douglas Fir-Larch <br />No.1 <br />1000 <br />1000 <br />1500 <br />625 <br />1700 <br />620 <br />180 <br />675 31.21 <br />Analysis Method : <br />Eminbend - xx ksi <br />Wood Species : <br />Wood Grade : <br />Fb + <br />psi <br />psi <br />Fv psi <br />Fb - <br />Ft psi <br />Fc - Prll psi <br />psiFc - Perp <br />E : Modulus of Elasticity <br />Ebend- xx ksi <br />Density pcf <br />Load Combination :IBC 2021 <br />.Applied Loads Service loads entered. Load Factors will be applied for calculations. <br />Beam self weight calculated and added to loading <br />Point Load : D = 0.1287 k @ 4.0 ft, (EF + Platform) <br />.DESIGN SUMMARY Design OK <br />Maximum Bending Stress Ratio 0.053: 1 <br />Load Combination D Only <br />Span # where maximum occurs Span # 1 <br />Location of maximum on span 4.000ft <br />3.45 psi= <br />= <br />990.00psi <br />4x12Section used for this span <br />Span # where maximum occurs <br />Location of maximum on span <br />Span # 1= <br />Load Combination D Only <br />= <br />= <br />= <br />162.00 psi== <br />Section used for this span 4x12 <br />Maximum Shear Stress Ratio 0.021 : 1 <br />7.066 ft= <br />= <br />52.93psi <br />Maximum Deflection <br />0 <360 <br />21337 <br />Ratio =0 <180 <br />Max Downward Transient Deflection 0 in 0Ratio = <360 <br />Max Upward Transient Deflection 0 in Ratio = <br />Max Downward Total Deflection 0.004 in Ratio = >=180 <br />Max Upward Total Deflection 0 in <br />fb: Actual <br />F'b <br />fv: Actual <br />F'v <br />n/a <br />n/a <br />Span: 1 : D Only <br />n/a <br />.Maximum Forces & Stresses for Load Combinations <br />Span # <br />Moment ValuesLoad Combination <br />C iCLx CCCMCF rt <br />Shear ValuesMax Stress Ratios <br />M CDV fbM fvF'b V F'vSegment Length Cfu <br />D Only 0.0 0.00 0.00.0 <br />1.00Length = 8.0 ft 1 0.053 0.021 0.90 1.100 1.001.00 1.00 0.33 52.9 990.0 0.09 162.01.00 3.41.00 <br />1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 <br />1.00Length = 8.0 ft 1 0.018 0.007 1.60 1.100 1.001.00 1.00 0.20 31.8 1,760.0 0.05 288.01.00 2.11.00 <br />. <br />Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl <br />Overall Maximum Deflections <br />D Only 1 0.0045 4.029 0.0000 0.000 <br />. <br />Load Combination Support 1 Support 2 <br />Vertical Reactions Support notation : Far left is #1 Values in KIPS <br />Max Upward from all Load Conditions 0.098 0.098 <br />3009 S Daimler St <br />11/18/2024