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Multiple Simple Beam <br />LIC# : KW-06018780, Build:20.23.08.30 GED CONSULTANTS, INC. (c) ENERCALC INC 1983-2023 <br />Project File: Lowell Patio.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BEAM Size :6x10, Sawn, Fully Unbraced <br />Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2021, ASCE 7-16 <br />Douglas Fir-Larch No.1 <br />1350 <br />1350 <br />925 <br />625 <br />1600 <br />580 <br />170 <br />675 <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 />DBM 103 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.009310, Lr = 0.0130 k/ft, Trib= 1.0 ft <br />1Point: D = 0.890, Lr = 1.760 k @ 7.40 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.937 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LrLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.400 inft <br />44.42 psi <br />Fb : Allowable : 1,660.58 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 =0.209 : 1 14.011 ft <br />1,555.81 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.351 in <br />Transient Upward 0.000 in <br />Total Downward 0.552 in <br />Total Upward 0.000 in <br />0.60 0.980.60 0.98 Ratio 506 321Ratio <br />LC: Lr Only LC: +D+Lr <br />LC: LC: <br />Page 19 of 26 <br />1401 S Lowell St <br />11/13/2024