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Multiple Simple Beam <br />Wood Beam Design: 5- CJ's <br />Project Title: CITY OF SANTA ANA <br />Engineer: Planning and Building Agency <br />Project ID: <br />Project Descr: ^ "" <br />Approved <br />Project File: STRATOS FORM- SCHEETZ ADi <br />oS� a� e (J1 N C E <br />(c) ENERCALC, LLC 1982-2026 <br />Master ID: <br />Date .-- — --� <br />Code References <br />Governing Code : IBC 2024 <br />Referenced Design Standard(s) : NDS 2024 <br />Load Combination Set: ASCE 7-22 / IBC 2024 <br />BEAM Size: 2x6, Sawn, Fully Unbraced <br />Using Allowable Stress Design with ASCE 7-22 / IBC 2024 Load Combinations, Major Axis Bending <br />Wood Species : Douglas Fir -Larch <br />Wood Grade: No.2 <br />Fb - Tension 900.0 psi Fc - Prll 1,350.0 psi <br />Fv <br />180.0 psi Ebend- xx <br />1,600.0 ksi Density <br />31.210 pcf <br />Fb - Compr 900.0 psi Fc - Perp 625.0 psi <br />Ft <br />575.0 psi Eminbend - xx <br />580.0 ksi <br />Applied Loads <br />Unif Load: D = 0.0050, Lr = 0.010 ksf, Trib= 2.0 ft <br />Design Summary <br />Max fb/Fb Ratio = 0.877; 1 <br />D( _9L10�o.o2ot_- <br />fb : Actual : 856.86 psi at 6.000 ft in Span # 1 <br />- <br />Fb: Allowable: 976.50 psi <br />2x6 <br />Load Comb: +D+Lr <br />2 ft <br />Max fv/FvRatio = 0.135 : 1 <br />_o <br />fv : Actual : 30.33 psi at 11.560 ft in Span # 1 <br />Fv : Allowable: 225.00 psi <br />Load Comb: +D+Lr <br />Max Deflections <br />Max Reactions (k) D Lr L s W E <br />H <br />Transient Downward 0.282 in <br />Total Downward <br />0.423 in <br />Left Support 0.06 0.12 <br />Ratio 510 <br />Ratio <br />340 <br />Right Support 0.06 0.12 <br />LC: Lr Only <br />LC: <br />+D+Lr <br />Transient Upward 0.000 in <br />Total Upward <br />0.000 in <br />Ratio 9999 <br />Ratio <br />9999 <br />LC: <br />LC: <br />