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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:1NETWOR-11PROJEC-117300-7-11797617976-1-117976-181203-Reply to City Comments.ec6. <br /> I. Software copyright ENERCALC,INC.1983-2018,Build:10.18.10.31 . <br /> Lic.#: KW-06011301 Licensee:Covington <br /> Description: MOMENT FRAME <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 /> -3.646 -1.017 16.714 <br /> Min EOnly -W E Only*-1.0 <br /> 2 <br /> Max <br /> Min <br /> 3 7.330 22.762 31.841 <br /> Max E Only*-1.0 +D+S E Only <br /> -7.330 -3.739 -31.841 <br /> Min E Only E Only E Only*-1.0 <br /> 4 I <br /> Max <br /> Min <br /> 5 3.649 9.012 16.721 <br /> Max E Only*-1.0 +D+0,750L+0.7505+0.5250E E Only <br /> -3.649 -3.378 -16.721 <br /> Min E Only E Only*-1.0 E Only*-1.0 <br /> 6 <br /> Max <br /> Min <br /> Extreme Member End Forces Only Load Combinations giving maximum values are listed <br /> Member"I"End Forces Member"J"End Forces <br /> ' Member Label Axial Shear Moment Axial Shear Moment ' <br /> k k k-ft k k k-ft <br /> 1-2 8.123 5.964 28.073 -1.290 7.280 22.292 <br /> Max +D+S +0.4788D+1.750E +0.4788D+1.750E +0.4788D-1.750E +1.121D-1.750E +0.4788D+1.750E <br /> 1-2 1.311 -7.357 -32.002 -8.079 -5.887 -30.207 <br /> Min +0.4788D-1.750E +1.121D-1.750E +1.121D-1.750E +D+S +0.4788D+1.750E +1.121D-1.750E <br /> 2-4 7.280 8.079 30.207 5.955 15.154 16.901 <br /> Max +1.121D-1.750E +D+S +1.121D-1.750E +0.4788D-1.750E +1.091D+0.750L+0.750S+1. +0.4788D-1.750E <br /> 2-4 -5.887 1.290 -22.292 -7.348 -3.255 -59.867 <br /> Min +0.4788D+1.750E +0.4788D-1.750E +0.4788D+1.750E +1.1210+1.750E +0.4788D-1.750E +1.091D+0.750L+0.750S+1. <br /> 3-4 26.321 12.830 55.727 1.127 12.738 52.946 <br /> Max t1.091D+0.750L+0.750S-1. +1.121D+1.750E +1.1210+1.750E +0.4788D+1.750E +0.4788D-1.750E +1,121D+1.750E <br /> 3-4 -1.102 -12.827 -55.721 , -26.265 -12.740 -52.930 <br /> Min +0.4788D+1.750E +0.4788D-1.750E +0.4788D-1.750E +1.091D+0.750L+0.7505-1. +1.121D+1.750E +0.4788D-1.750E <br /> 4-6 7.342 20.059 59.037 5.892 11.992 22.321 <br /> Max +1.121D-1.750E +1.091D+0.750L+0.750S-1. +1.091D+0.750L+0.7505-1. +0.4788D-1.750E +1.091D+0.750L+0.750S+1. +0.4788D-1.750E <br /> 4-6 -5.951 -9.801 -15.810 -7.283 -3.992 -30.224 <br /> Min +0.4788D+1.750E +0.4788D+1.750E +0.47880+1.750E +1.1210+1.750E +0.4788D-1.750E +1.1210+1.750E <br /> 5-6 12.040 7.360 32.009 3.992 5.892 30.224 <br /> Max -1.091D+0.750L+0.750S+1. +1.121D+1.750E +1.121D+1.750E +0.4788D-1.750E +0.4788D-1.750E +1.1210+1.750E <br /> 5-6 -3.970 -5.969 -28.089 -11.992 -7.283 -22.321 <br /> Min +0.4788D-1.750E +0.4788D-1.750E +0.4788D-1.750E +1.0910+0.750L+0.7505+1. +1.121D+1.750E +0.4788D-1.750E <br /> I Extreme Member Forces Only Load Combinations giving maximum values are listed i <br /> Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint <br /> 1-2 -1.290k 8.50 ft 30.207 k-ft 8.50ft 5.964 k 0.0 ft <br /> Max +0.4788D-1.750E +1.121 D-1.750E +0.4788D+1.750E <br /> 1-2 -8.123k 0.0 ft -32.002 k-ft 0.0 ft -7.357 k 0.0 ft <br /> Min +D+S +1.121D-1.750E +1.121 D-1.750E <br /> 2-4 5.955 k 20.0 ft 59.867 k-ft 20.0 ft 12.033 k 0.0 ft <br /> Max +0.4788D-1.750E +1.091D+0.750L+0.750S+1.313E +1,091D+0.750L+0.7505-1.313E <br /> GO <br />