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STRUCTURAL DESIGN ASSOCIATES Project Title: ECHELBARGER <br /> Engineer: <br /> Project ID: SDA#7976 <br /> ' Project Descr:MOMENT FRAME CALCS <br /> Printed: 4 DEC 2018, 2:39PM <br /> 2-D Frame File=C:tNETWOR-11PROJEC-117300-7-11797617976-1-117976-181203-Reply to City Comments.ec6 . <br /> Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.31 . <br /> Lic.#:KW-06011301 Licensee:Covington <br /> Description: MOMENT FRAME <br /> Joints... <br /> Joint Joint Coordinates Joint <br /> Label X Y X Translational Restraint Y Translational Restraint Z Rotational Restraint Temp <br /> ft ft 1 deg F i <br /> 1 0.0 0.0 Fixed Fixed Fixed 0 <br /> 2 0.0 8.50 0 <br /> 3 20.0 0.0 Fixed Fixed I Fixed 0 <br /> 4 20.0 8.50 i 0 <br /> 5 40.0 0.0 Fixed Fixed I Fixed I 0 <br /> 6 40.01 8.50 I 0 <br /> Members.., <br /> Member Endpoint Joints I Member Releases Specify Connectivity of Member Ends to Joints <br /> Label Property Label I Joint J Joint Lenft gth i x I End z (rotation) . x J End z (rotation) <br /> 1-2 OUTER COL. 1 2 8.500 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 2-4 BEAM 2 4 20.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 3-4 INT.COL. 3 4 8.500 I Fixed Fixed Fixed Fixed Fixed Fixed <br /> 4-6 BEAM 1 4 6 20.000 Fixed Fixed Fixed Fixed Fixed Fixed <br /> 5-6 OUTER COL. ' 5 6 i 8.500 I Fixed Fixed Fixed Fixed Fixed Fixed <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 /> 1-2 1 8.500 8.500 1.00 1.00 I 1.000 1.000 <br /> 2-4 20.000 20.000 1.00 1.00 1.000 1.000 <br /> 3-4 8.500 8.500 1.00 1.00 1.000 1.000 <br /> 4-6 20.000 20.000 1.00 1.00 1.000 1.000 <br /> 5-6 I 8.500 8.500 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 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 I Group Tag Material Area Depth Width hoc Iyy <br /> HSS10x6x3/8 I INT.COL. Steel 10.40 in^2 10.0 in 6,0 in 137.0 inA4 61.80 inA4 <br /> HSS12x8x5/8 I BEAM Steel 21.0 in"2 12.0 in 8.0 in 397,0 inA4 210.0 inA4 <br /> HSS8x6x3/8 I OUTER COL. Steel 8.970 inA2 8.0 in 6.0 in 79.10 inA4 50.60 iO4 <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 I Dead Roof Live Live Snow Seismic Wind Earth <br /> 2-4 Globa Y 0 ft j 3.770 3.40 k <br /> 2-4 Globa Y 2.33 ft I 0.9150 1.520 -3.770 -3.40 k <br /> 2-4 Globa Y 8.58 ft 0.9150 1.520 3,770 3,40 k <br /> 2-4 Globa Y 11.83 ft I 0.590 0.970 -3.770 -3.40 k <br /> 2-4 Globa Y 15.83 ft 0.590 0.970 3.770 3.40 k <br /> 4-6 Globe Y 4 ft 0.590 0.9750 -3.770 -3.40 k <br /> 4-6 Globa Y 8 ft 0.590 0.9750 3.770 3.40 k <br /> 4-6 Globa Y 11.25 ft 0.910 1.520 -3.770 -3.40 k <br /> 4-6 i Globa Y 17.5 ft 0.910 1.520 3,770 3.40 k <br /> 4-6 Globa Y 0 ft -3.770 -3.40 k <br />