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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 /> Description : ISOLATED'X' BRACE (RHO=1.0, OMEGA= 2) <br /> Joints... <br /> Joint Joint Coordinates Joint <br /> Label X T <br /> Y X Translational Restraint Y Translational Restraint Z Rotational Restraint Tern <br /> ftdeg <br /> 1 0.0 0.0 Fixed Fixed Fixed 0 <br /> 2 0.0 11.60 0 <br /> 3 11.0 11.60 0 <br /> 4 11.0 0.0 Fixed Fixed Fixed 0 <br /> Members... <br /> Member Endpoint Joints Member Releases Specify Connectivity of Member Ends to Joints <br /> Property Label Length I End J End <br /> Label I Joint J Joint ft x y z (rotation) x y z (rotation) <br /> 1-3 BRACE 1 3 15.986 Fixed Fixed Pinned Fixed Fixed Pinned <br /> 2-4 BRACE 2 4 15.986 Fixed Fixed Pinned Fixed Fixed Pinned <br /> A Column 1 2 11.600 Fixed Fixed Pinned Fixed Fixed Pinned <br /> B Beam 2 3 11.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> C Column 3 4 11.600 Fixed Fixed Pinned Fixed Fixed Pinned <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 /> 1-3 15.986 15.986 1.00 1.00 1.000 1.000 <br /> 2-4 15.986 15.986 1.00 1.00 1.000 1.000 <br /> A 11.600 11.600 1.00 1.00 Internal Internal <br /> B 11.000 11.000 1.00 1.00 Internal Internal <br /> C 11.600 11.600 1.00 1.00 Internal Internal <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 46.00 <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 Group 1 Default I 1.0 in^2 0.0 in 0.0 in 1.0 in^4 1.0 in^4 <br /> HSS4x4x3/8 BRACE 1 Steel 1 4.780 in^2 4.0 in 4.0 in 10.30 inA4 10.30 in^4 <br /> HSS4x4x3/8 Column 1 Steel 1 4.780 in"2 4.0 in 4.0 in 10.30 inA4 10.30 in^4 <br /> HSS4x4x3/8 Beam 1 Steel 1 4.780 inA2 4.0 in 4.0 in 10.30 in"4 10.30 inA4 <br /> Member Distributed Loads.... Note: Loads labeled"Global Y"act downward(in"-Y"direction) <br /> Member Load Load Extents Load Magnitude <br /> Start ft <br /> Label Direction End Dead Roof Live Live Snow Seismic Wind Earth <br /> B Global X 0.0 Start Mag: 3.118 k/ft <br /> 11.0 End Mag: 3.118 k/ft <br /> Stress/Strength Load Combinations ASCE 7-16 <br /> Load Combination 0.2*Sds* Load Combination Factors <br /> Description Lambda Dead Seismic Roof Live Live Snow Wind Seismic Rho Earth <br /> +1.40D+1.60H 0.6 1.40 1.60 <br /> +1.20D+0.50Lr+1.60L+1.60H 0.8 1.20 0.50 1.60 1.60 <br />