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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: Ross common.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />ROOF RAFTER VERIFICATIONDescription : <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 2018, CBC 2019, ASCE 7-16 <br />DouglasFir-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 />31.20 <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 />ROOF RAFTER <br />Applied Loads <br />Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.444 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />6.000 inft <br />33.81 psi <br />Fb : Allowable : 1,369.90 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb : +D+Lr+H <br />212.50 psi <br />fb : Actual : <br />Max fv/FvRatio =0.159 : 1 5.550 ft <br />607.80 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 6201 <br />Max Deflections <br />Transient Downward 0.102 in <br />Transient Upward -0.006 in <br />Total Downward 0.183 in <br />Total Upward -0.012 in <br />0.04 0.04 <br />0.18 0.22 Ratio 942 522Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC: Lr Only LC: +D+Lr+H <br />Page 14 of 19 <br />HOLD - 1223 N Ross <br />St3/4/2025