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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 />Description : <br />BEAM Size :2x10, Sawn, Fully BracedUsing 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 />RR-1 <br />Applied Loads <br />Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 1.333 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.766 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.000 inft <br />42.96 psi <br />Fb : Allowable :1,423.13 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+Lr+H225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.191 : 1 0.000 ft <br />1,090.30 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max DeflectionsTransient Downward 0.400 in <br />Transient Upward 0.000 in <br />Total Downward 0.720 in <br />Total Upward 0.000 in <br />0.19 0.240.19 0.24 Ratio 540 300Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC:LC: <br />BEAM Size :2x6, Sawn, Braced @ Mid SpanUsing 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 />RR-2 <br />Applied Loads <br />Unif Load: D = 0.01050, Lr = 0.020 k/ft, Trib= 1.333 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.810 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />6.125 inft <br />41.96 psi <br />Fb : Allowable :1,494.18 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+Lr+H225.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.186 : 1 0.000 ft <br />1,210.12 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max DeflectionsTransient Downward 0.408 in <br />Transient Upward 0.000 in <br />Total Downward 0.622 in <br />Total Upward 0.000 in <br />0.09 0.160.09 0.16 Ratio 360 236Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC:LC: <br />6/26