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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 />BEAM Size :2x6, 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 />900 <br />900 <br />1350 <br />625 <br />1600 <br />580 <br />180 <br />575 <br />31.21 <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 />B - CEILING JOISTS ABOVE COVERED PATIO 2 <br />Applied Loads <br />Unif Load: D = 0.0060, Lr = 0.010 k/ft, Trib= 1.333 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.809 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />6.625 inft <br />23.98 psi <br />Fb : Allowable : 918.06 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : +D+Lr <br />225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.107 : 1 <br />12.808 ft <br />742.69 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.279 in <br />Transient Upward 0.000 in <br />Total Downward 0.447 in <br />Total Upward 0.000 in <br />0.05 0.09 <br />0.05 0.09 Ratio 569 355Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />BEAM Size :2x8, 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 />900 <br />900 <br />1350 <br />625 <br />1600 <br />580 <br />180 <br />575 <br />31.21 <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 />C - CEILING JOISTS ABOVE BDRM 1 <br />Applied Loads <br />Unif Load: D = 0.0060, Lr = 0.010 k/ft, Trib= 1.333 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.747 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.125 inft <br />19.28 psi <br />Fb : Allowable : 661.90 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb : +D+Lr <br />225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.086 : 1 <br />0.000 ft <br />494.37 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.163 in <br />Transient Upward 0.000 in <br />Total Downward 0.261 in <br />Total Upward 0.000 in <br />0.06 0.09 <br />0.06 0.09 Ratio 1048 655Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />Page 4 of 35