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Project Title: <br /> Engineer: <br /> Project ID: SDA#7673-220426 REVISION <br /> Project Descr: <br /> 2-D Frame File:7673-220426 vs3.ec6 <br /> Software copyright ENERCALC,INC.1983-2020,Build:12,20.8.24 <br /> Lic.#:KW-06014008 Structural Design Associates <br /> Member Stress Check Data... <br /> Member Unbraced Lengths Slenderness Factors AISC Bending&Stability Factors <br /> Label Lu:z ft Lu:y K:z K:y Cm Cb <br /> 14-15 1.200 1.200 1.00 1.00 1.000 1.000 <br /> 15-16 1.200 1.200 1.00 1.00 1.000 1.000 <br /> 16-17 1.300 1.300 1.00 1.00 1.000 1.000 <br /> 17-18 1.300 1.300 1.00 1.00 1.000 1.000 <br /> 18-19 1.200 1.200 1.00 1.00 1.000 1.000 <br /> 19-20 12.400 12.400 1.0 <br /> 0 1.00 1.000 1.000 <br /> 19-9 16.669 16.669 1.00 1.00 1.000 1.000 <br /> 2-4 18.250 18.250 1.00 1.00 1.000 1.000 <br /> 20-21 0.100 0.100 1.00 1.00 1.000 1.000 <br /> 21-23 1.200 1.200 1.00 1.00 1.000 1.000 <br /> 22-23 12.500 12.500 1.00 1.00 1.000 1.000 <br /> 3-4 12.500 12.500 1.00 1.00 1.000 1.000 <br /> 4-5 1.550 1.550 1.00 1.00 1.000 1.000 <br /> 5-7 1.860 1.860 1.00 1.00 1.000 1.000 <br /> 6-7 12.500 12.500 1.00 1.00 1.000 1.000 <br /> 7-10 14.000 14.000 1.00 1.00 1.000 1.000 <br /> 8-11 1.240 1.240 1.00 1.00 1.000 1.000 <br /> 8-20 16.669 16.669 1.00 1.00 1.000 1.000 <br /> 8-9 12.400 12.400 1.00 1.00 1,000 1.000 <br /> 9-10 0.100 0.100 1.00 1.00 1.000 1.000 <br /> 9-20 11.140 11.140 1.00 1.00 1.000 1.000 <br /> Materials... <br /> Member Youngs Density Thermal Yield <br /> Label ksi kcf in/degr ksi <br /> Default 1.00 0.000 0.000000 1.00 <br /> Steel 29,000.00 0.490 0.000007 50.00 <br /> Wood 1,800.00 0.035 0.000000 0.00 <br /> Wood Material Data... <br /> Wood,Not Defined, Density=35.0pcf, FbT=1000psi, FbC=1000psi, Fv=1000psi, Ft=1000, Fc=400psi, E Bend XX=1800ksi, E BendMin XX= <br /> 1800ksi, E Beny YY=1800ksi, E BendMin YY=1800ksi, E Axial=1800ksi, Species=, Grade=Any, Class= <br /> Member Sections... <br /> Prop Label Group Tag Material Area Depth Width lxx lyy <br /> Default I Group I Default I 1.0 inA2 0.0 in 0.0 in 1.0 in^4 1.0 in"4 <br /> HSS4x4x3/8 I BRACE POSTI Steel I 4.780 in^2 4.0 in 4.0 in 10.30 in"4 10.30 inA4 <br /> HSS5x5x1/4 I :XISTING POST Steel I 4.30 in"2 5.0 in 5.0 in 16.0 inA4 16.0 inA4 <br /> S12x31.8 I XISTING BEAPI Steel I 9.310 in"2 12.0 in 5.0 in 217.0 in^4 9.330 in^4 <br /> Member Point Loads.... Note: Loads labeled"Global Y"act downward(in"-Y"direction) <br /> Member Load Distance from Load Magnitude <br /> Label Direction "I"Joint Dead Roof Live Live Snow Seismic Wind Earth <br /> 7-10 I Global Y 12.75 ft I 3.630 4.030 k <br /> Member Distributed Loads.... Note: Loads labeled"Global Y"act downward (in"-Y"direction) <br /> Member Load Load Extents Load Magnitude <br /> Label Direction Start ft <br /> End Dead Roof Live Live Snow Seismic Wind Earth <br /> 2-4 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft <br /> 18.250 End Mag: 0.0680 0.0750 k/ft <br /> 2-4 Global X 0.0 Start Mag: 0.6240 0.160 k/ft <br /> 18.250 End Mag: 0.6240 0.160 k/ft <br /> 21-23 Global Y 0.0 Start Mag: 0.0680 0.0750 k/ft <br /> 1.20 End Mag: 0.0680 0.0750 k/ft <br /> 21-23 Global X 0.0 Start Mag: 0.6240 0.160 k/ft <br /> 1.20 End Mag: 0.6240 0.160 k/ft <br />