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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer. Project ID: SDA#7976 <br /> , Project Descr: <br /> _.._.___ ..._._ _._,._._ __. _ Printed:2 Fe Tote,8:21AM <br /> 2�� FrameFie=iUaspenneMrakfilesIPROJECTS17300-7-117976179764-1.EC6 <br /> ENERCAIC,INC.1983-2017,Build:10.17.12.10,Ver.10.17.12.10 <br /> Lic.#: KW-06011301 Licensee:Covington <br /> Materials... <br /> Member Youngs Density Thermal Yield <br /> Label ksi kcf in/degr ksi <br /> 3 1.00 1.000 1.000000 1.00 <br /> Default 1.00 0.000 0.000000 1.00 <br /> Steel 29.000.00 0.490 0.000007 36.00 <br /> Wood _.. 1.800.00 0.035 t _ 0.000000 4 , 0.00 <br /> I Wood Material Data... <br /> Wood,Not Defined, Density 0.035pci, 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 lxx lyy <br /> Default Group Default 1.0 inA2 0.0 in 0.0 in 1.0 inA4 1.0 in"4 <br /> HSS10x6x5/8 ColLine 2 Steel 16.40 inA2 10.0 in 6.0 in 201.0 inA4 89.40 inA4 <br /> HSS12x6x5/8 BmLvI 1 Steel 18.70 inA2 12.0 in 6.0 in 321.0 inA4 107.0 inA4 <br /> HSS8x6x5/8 ColLine 1 Steel 14.0 inA2 8.0 in 6.0 in 114.0 inA4 72.30 inA4 <br /> HSS8x6x5/8 ColLine 3 Steel 14.0 inA2 8.0 in 6.0 in 114.0 inA4 72.30 inA4 <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 7 Seismic-a Wind Earth <br /> 5-6 GlobalY 1.5 ft '1 -5.410 i_. k <br /> 5-6 Global Y 1.5 ft 1 -5.410 k <br /> 5-6 Global Y 1.5 ft <br /> 5-6 Global Y 1.5 ft w In-a--l-- i-. _ -5.410 k <br /> 5-6 Global Y 1.5 ft ,, t,-5-'-a; 7. i -5.410 k <br /> 5-6 Global Y 1.5 ft s ' ' ; -5.410 k <br /> 5-6 Global Y 1.5 ft -5.410 k <br /> 5-6 Global Y 1.5 ft ; -5.410 ,\ -2.110 0 k <br /> 5-6 Global Y 1.5 ft ? -5.410 '11 -2.11 k <br /> 5-6 Global Y 1.5 ft -5.410 ! -2.110 k <br /> 5-6 Global Y 1.5 ft -5.410 - k <br /> 2-4 Global Y 1.5 ft -7290"-"' -2.987 k <br /> 2-4 Global Y 8.5 ft 7.290 2.987 k <br /> 2-4 Global Y 12 ft -7.290 -2.987 k <br /> 2-4 Global Y 16 ft 7.290 2.987 k <br /> 4-6 Global Y 4 ft -7.290 -2.987 k <br /> 4-6 Global Y 8 ft 7.290 2.987 k <br /> 4-6 Global Y 11.5 ft -7.290 -2.987 k <br /> 4-6 Global Y 17.5 ft 7.290 2.987 k <br /> 4-6 Global Y 20 ft -7.290 -2.987 k <br /> Member Distributed Loads.... Note:Loads labeled"Global Y"act downward(in"-Y"direction) <br /> Load Extents <br /> Member Load Start Load Magnitude <br /> Label Direction End ft Dead Roof Live Live Snow Seismic Wind Earth <br /> -.._- label Y-- 0.0- ------0:2890 __.. .__.___. _._____.._.w_.._ 0.4810 ----.___- k/ft <br /> 20.0 End Mag: 0.2890 0.4810 k/ft <br /> 2-4 Global Y 0.0 Slag Mag: 0.1070 0.1060 k/ft <br /> 20.0 End Mag: 0.1070 0.1060 k/ft <br /> 2-4 Global X 0.0 Start Mag: 0.6250 0.1530 k/ft <br /> 20.0 End Mag: 0.6250 0.1530 k/ft <br /> 4-6 Global Y 0.0 Start Mag: 0.2890 0.4810 k/t <br /> 20.0 End Mag: 0.2890 0.4810 k/ft <br /> 4-6 Global Y 0.1070 Start Mag: 0.1060 k/ft <br /> 0.1070 End Mag: 0.1060 k/ft <br /> 4-6 Global X 0.0 Start Mag: 0.6250 0.1530 k/ft <br /> 20,0 End Mag: 0.6250 0.1530 k/ft <br />