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Multiple Simple Beam <br />LIC# : KW-06016886, Build:20.23.12.07 LEE & LEE STRUCTURAL ENGINEERING INC.(c) ENERCALC INC 1983-2023 <br />Project File: 201 W 19th St.ec6 <br />Project Title: <br />Engineer: <br />Project ID: <br />Project Descr: <br />BEAM Size :2-2x12, Sawn, Fully Braced <br />Using Allowable Stress Design with IBC 2021 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.2 <br />900.0 <br />900.0 <br />1,350.0 <br />625.0 <br />1,600.0 <br />580.0 <br />180.0 <br />575.0 <br />31.210 <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 />RRC BOTTOM SM <br />Applied Loads <br />Unif Load: D = 0.040, L = 0.060 k/ft, 8.170 ft to 21.330 ft, Trib= 1.0 ft <br />Unif Load: D = 0.020 k/ft, 8.170 to 21.330 ft, Trib= 0.50 ft <br />Unif Load: D = 0.0150, L = 0.020 k/ft, 0.0 to 9.830 ft, Trib= 1.330 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.913 : 1 <br />Max Reactions (k)HEWSLLr <br />+D+LLoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />10.245 inft <br />44.49 psi <br />Fb : Allowable :900.00 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+D+L <br />180.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.247 : 1 19.330 ft <br />821.89 psi at <br />atfv : Actual : <br />Ratio 528 Ratio 290 <br />Max Deflections <br />Transient Downward 0.275 in <br />Transient Upward -0.102 in <br />Total Downward 0.498 in <br />Total Upward -0.185 in <br />0.30 0.380.55 0.67 Ratio 843 465Ratio <br />LC: L Only LC: +D+L <br />LC: L Only LC: +D+L <br />BEAM Size :5.25x11.25, Parallam PSL, Fully Unbraced <br />Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending <br />Wood Beam Design : <br />Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 <br />iLevel Truss Joist Parallam PSL 2.0E <br />2900 <br />2900 <br />2900 <br />750 <br />2000 <br />1016.535 <br />290 <br />2025 <br />45.07 <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 />DB1 <br />Applied Loads <br />Unif Load: D = 0.0150, L = 0.050 k/ft, Trib= 1.330 ft <br />1Point: E = 3.763 k @ 9.250 ft <br />2Point: E = 3.763 k @ 0.250 ft <br />.Design Summary <br />Max fb/Fb Ratio =0.678 : 1 <br />Max Reactions (k)HEWSLLr <br />+1.147D+2.10ELoad Comb : <br />Span # 1 <br />Left Support <br />D <br />in <br />9.234 inft <br />134.47 psi <br />Fb : Allowable :4,466.31 psi <br />Right Support <br />Fv : Allowable : <br />Span # 1 <br />Load Comb :+1.147D+2.10E <br />464.00 psi <br />fb : Actual : <br />Max fv/FvRatio =0.290 : 1 13.657 ft <br />3,030.26 psi at <br />atfv : Actual : <br />Ratio 9999 Ratio 9999 <br />Max Deflections <br />Transient Downward 0.324 in <br />Transient Upward 0.000 in <br />Total Downward 0.243 in <br />Total Upward 0.000 in <br />0.15 0.48 5.070.15 0.48 2.45 Ratio 539 719Ratio <br />LC: E Only LC: +D+0.70E <br />LC:LC: <br />17 of 81 <br />210 W 19th St <br />4/14/2025