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Multiple Simple Beam <br />LIC# : KW-06016311, Build:20.24.10.30 JJS STRUCTURAL (c) ENERCALC, LLC 1982-2024 <br />Project File: 24058 Calcs.ec6 <br />Project Title:POCKETT ADU <br />Engineer: <br />Project ID:24058 <br />Project Descr:ATTACHED ADU <br />BEAMS / HEADERSDescription : <br />BEAM Size :4x10, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2021 <br />Douglas Fir-Larch No.2 <br />875.0 <br />875.0 <br />600.0 <br />625.0 <br />1,300.0 <br />470.0 <br />170.0 <br />425.0 <br />31.210 <br />Eminbend - xx ksi <br />Wood Species : Wood Grade : <br />Fb - Tension <br />psi <br />psi Fv psi <br />Fb - Compr Ft psi <br />Fc - Prll psi <br />psiFc - Perp <br />Ebend- xx ksi Density pcf <br />1 - DROP BM AT COVERED PATIO 3 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.020, Lr = 0.020 k/ft, Trib= 7.50 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.725 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />5.000 inft <br />60.22 psi <br />Fb : Allowable : 1,273.35 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : +D+Lr <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio =0.283 : 1 <br />9.233 ft <br />922.68 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.113 in <br />Transient Upward 0.000 in <br />Total Downward 0.231 in <br />Total Upward 0.000 in <br />0.79 0.75 <br />0.79 0.75 Ratio 1061 518Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />BEAM Size :4x10, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2021 <br />Douglas Fir-Larch No.2 <br />875.0 <br />875.0 <br />600.0 <br />625.0 <br />1,300.0 <br />470.0 <br />170.0 <br />425.0 <br />31.210 <br />Eminbend - xx ksi <br />Wood Species : Wood Grade : <br />Fb - Tension <br />psi <br />psi Fv psi <br />Fb - Compr Ft psi <br />Fc - Prll psi <br />psiFc - Perp <br />Ebend- xx ksi Density pcf <br />2 - DROP BM AT COVERED PATIO 3 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D= 0.0->0.060 k/ft, 0.0 to 6.375 ft <br />Unif Load: D= 0.060->0.0 k/ft, 6.375 to 12.750 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.250 : 1 <br />Max Reactions (k)HEWSLLr <br />D OnlyLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />6.375 inft <br />10.56 psi <br />Fb : Allowable : 920.55 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : D Only <br />153.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.069 : 1 <br />11.985 ft <br />229.70 psi at <br />atfv : Actual : <br />Ratio 0 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.000 in <br />Transient Upward 0.000 in <br />Total Downward 0.090 in <br />Total Upward 0.000 in <br />0.24 <br />0.24 Ratio 9999 1691Ratio <br />LC: LC: D Only <br />LC: LC: <br /><0 <br />Page 6 of 35