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Multiple Simple Beam <br />ALONSO H. CORONELLic. # : KW-06005817 <br />FJ Engineering <br />Software copyright ENERCALC, INC. 1983-2020, Build:12.20.5.17 <br />File: BIRCH_ENERCALC.ec6 <br />Project Title:BIRCHEngineer:K. CHAVEZProject ID: <br />Printed: 18 NOV 2024, 9:53AM <br />Project Descr: <br />BEAM Size :4x10, Sawn, Fully UnbracedUsing 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 />Douglas Fir-Larch No.11,000.01,000.0 1,500.0625.0 1,700.0620.0180.0675.0 31.210Eminbend - xx ksi <br />Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf <br />BM-1 <br />Applied Loads <br />Beam self weight calculated and added to loads <br />Unif Load: D = 0.06450, Lr = 0.1225 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.793 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />7.000 inft <br />56.21 psi <br />Fb : Allowable :1,440.92 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+Lr+H225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.250 : 1 13.253 ft <br />1,142.84 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max DeflectionsTransient Downward 0.271 in <br />Transient Upward 0.000 in <br />Total Downward 0.430 in <br />Total Upward 0.000 in <br />0.50 0.860.50 0.86 Ratio 619 391Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC:LC: <br />BEAM Size :2x8, Sawn, Braced @ 1/3 PointsUsing 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 />Douglas Fir-Larch No.2900.0900.0 1,350.0625.0 1,600.0580.0180.0575.0 31.210Eminbend - xx ksi <br />Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf <br />CJ-1 <br />Applied Loads <br />Unif Load: D = 0.00750, L = 0.010 k/ft, Trib= 1.0 ft <br />Point: D = 0.06560, Lr = 0.1250 k @ 5.0 ft <br />Point: D = 0.06560, Lr = 0.1250 k @ 12.50 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.975 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+0.750Lr+0.750L+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />8.750 inft <br />38.88 psi <br />Fb : Allowable :1,283.61 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+0.750Lr+0.750L+H225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.173 : 1 0.000 ft <br />1,251.97 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max DeflectionsTransient Downward 0.486 in <br />Transient Upward 0.000 in <br />Total Downward 1.037 in <br />Total Upward 0.000 in <br />0.13 0.09 0.130.13 0.09 0.13 Ratio 432 202Ratio <br />LC: Lr Only LC: +D+0.750Lr+0.750L+H <br />LC:LC: <br />7/26