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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: PINE_423_II_ENERCALC.ec6 <br />Project Title:PINE 423 IIEngineer:K. CHAVEZProject ID: <br />Printed: 10 FEB 2025, 3:07PM <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.29009001350625 1600580180575 31.21Eminbend - xx ksi <br />Wood Species :Wood Grade :Fb - Tension psipsi Fv psiFb - Compr Ft psiFc - Prll psipsiFc - Perp Ebend- xx ksi Density pcf <br />FJ-1 <br />Applied Loads <br />Unif Load: D = 0.0140, L = 0.040 k/ft, Trib= 1.333 ft <br />Point: D = 0.4155, Lr = 0.2450 k @ -3.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.814 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+Lr+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />3.000 inft <br />78.96 psi <br />Fb : Allowable :1,423.13 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 =0.351 : 1 2.235 ft <br />1,158.69 psi at <br />atfv : Actual : <br />Ratio 1770 Ratio 994 <br />Max DeflectionsTransient Downward 0.104 in <br />Transient Upward -0.052 in <br />Total Downward 0.267 in <br />Total Upward -0.121 in <br />0.70 0.45 0.32-0.04 0.24 -0.07 Ratio 688 268Ratio <br />LC: Lr Only LC: +D+Lr+H <br />LC: L Only LC: +D+Lr+H <br />BEAM Size :4x8, 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.1100010001500625 1700620180675 31.21Eminbend - 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 = 0.5250, Lr = 0.240, L = 0.3375 k/ft, Trib= 1.0 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.822 : 1 <br />Max Reactions (k)HEWSLrL <br />+D+L+HLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />2.500 inft <br />97.49 psi <br />Fb : Allowable :1,290.97 psi <br />Right Support <br />Fv : Allowable :Span # 1 <br />Load Comb :+D+L+H180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.542 : 1 4.400 ft <br />1,061.59 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max DeflectionsTransient Downward 0.025 in <br />Transient Upward 0.000 in <br />Total Downward 0.072 in <br />Total Upward 0.000 in <br />1.33 0.84 0.601.33 0.84 0.60 Ratio 2376 832Ratio <br />LC: L Only LC: +D+0.750Lr+0.750L+H <br />LC:LC: <br />6/15