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Project Title: <br /> Engineer: <br /> Project ID: SDA#7673-220426 REVISION <br /> Project Descr: <br /> 2-� 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 /> 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 /> Min <br /> 14 <br /> Max <br /> Min <br /> 15 <br /> Max <br /> Min <br /> 16 <br /> Max <br /> Min <br /> 17 0.0 0.0 0.0 <br /> Max D Only S Only +D+0.450W <br /> 0.0 0.0 0.0 <br /> Min E Only E Only E Only <br /> 18 0.0 0.0 0.0 <br /> Max D Only E Only E Only <br /> -.0000020 0.0 0.0 <br /> Min E Only D Only D Only <br /> 19 -0.6370 35.348 <br /> Max D Only E Only <br /> -19.144 0.2565 <br /> Min E Only D Only <br /> 20 <br /> Max <br /> Min <br /> 21 <br /> Max <br /> Min <br /> 22 7.222 <br /> Max E Only <br /> -0.1590 <br /> Min +D+S <br /> 23 <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 1.799 0.0 0.0 -0.4404 0.0 0.0 <br /> Max +1.20D+1.605 +1.40D +1.40D +0.90D+2.0E +1.40D +1.40D <br /> 1-2 0.4404 0.0 0.0 -1.799 0.0 0.0 <br /> Min +0.90D+2.OE +1.40D +1.40D +1.20D+1.60S +1.40D +1.40D <br /> 10-21 10.493 3.264 13.233 0.09189 0.2926 17.207 <br /> Max +0.90D+2.0E +1.20D+0.20S+2.0E +1.20D+0.205+2.0E +1.20D+1.60S +1.20D+1.60S +0.90D+2.OE <br /> 10-21 -0.09189 0.7898 3.775 -28.585 -2.239 -0.4142 <br /> Min +1.20D+1.605 +1.20D +0.90D+W +0.90D+2.0E +0.90D+2.OE +1.20D+1.60S <br /> 11-12 0.0 0.0 0.0 0.0 0.0 0.0 <br /> Max +0.90D+2.OE +1.20D+1.60S +1.20D+1.60S +1.20D+1.605 +0.90D+2.OE +1.20D+1.60S <br />