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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:wETWOR-1\PROJEC-117300-7-11797617976-1-117976-181203-Reptyto 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 /> Deflection Load Combinations ASCE 7-10 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+H 1.0 1.0 <br /> +D+L+H 1.0 1.0 1.0 <br /> +D+Lr+H 1.0 1.0 1.0 <br /> +D+S+H 1.0 1.0 1.0 <br /> +D+0.750Lr+0.750L+H 1.0 0.750 0.750 1.0 <br /> +0+0,750L+0.7505+H 1.0 0.750 0.750 1.0 <br /> +D+0.60W+H i 1.0 0.60 1.0 <br /> +D+0.70E+H 1.0 0.70 1.0 <br /> +D+0.750Lr+0.750L+0.450W+H 1,0 0.750 0.750 0.450 1.0 <br /> +0+0.750L+0.750S+0.450W+H 1.0 0.750 0.750 0.450 1.0 <br /> +D+0.750L+0.750S+0.5250E+H 1.0 0.750 0.750 0.5250 1.0 <br /> +0,60D+0.60W+0.60H 0.60 0.60 0.60 <br /> +0.60D+0.70E+0.60H 0.60 0.70 0.60 <br /> D Only 1.0 <br /> Lr Only 1.0 <br /> L Only 1.0 <br /> S Only 1.0 <br /> W Only 1.0 <br /> E Only 1.0 <br /> H Only 1.0 <br /> Automatically ADDly 17%of member self-weight as E in the+Global X direction. <br /> Automatically Apply 17%of member self-weight as D in the+Global Y direction. <br /> 1 Extreme Joint Displacements Only Load Combinations giving maximum values are listed <br /> Joint Displacements <br /> Joint Label X Y Z <br /> in in Radians <br /> 1 0.0 - 0.0 0.0 <br /> Max E Only -W E Only*-1.0 <br /> 1 0.0 0.0 0.0 <br /> Min E Only*-1.0 +D+S E Only <br /> 2 0.1745 0.000399 0.000683 <br /> Max E Only -W E Only*-1.0 <br /> 2 -0.1745 -0.003176 -0.001532 <br /> Min E Only*-1.0 +D+S +D+0.750L+0.750S+0.5250E <br /> 3 0.0 0.0 0.0 <br /> Max E Only E Only E Only*-1.0 <br /> 3 0.0 0.0 0.0 <br /> Min E Only*-1.0 +D+S E Only <br /> 4 0.1745 0.001265 0.000234 <br /> Max i E Only E Only E Only*-1.0 <br /> 4 -0.1745 -0.007689 -0.000234 <br /> Min E Only*-1.0 +D+S E Only <br /> 5 0.0 0.0 0.0 <br /> Max E Only E Only*-1.0 E Only*-1.0 <br /> 5 0.0 0.0 0.0 <br /> Min E Only*-1.0 +D+0.750L+0.750S+0.5250E E Only <br /> 6 0.1745 0.001325 0.001532 <br /> Max E Only E Only*-1.0 +D+0.750L+0.750S-0.5250E <br /> 6 -0.1745 -0.003525 -0.000681 <br /> Min E Only*-1.0 +D+0.750L+0.750S+0.5250E E Only <br /> Extreme Joint Reactions Only Load Combinations giving maximum values are listed <br /> Joint Reactions <br /> Joint Label X Y Z <br /> k k k-ft <br /> 1 3.646 8.123 16.714 I <br /> Max 1 E Only*-1.0 +D+S E Only i <br />