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Project Title: LUCAS SITE VISIT <br /> Engineer: CHRIS LALONDE <br /> Project ID: SDA#10052 ��/ <br /> Project Descr: SITE VISIT <br /> 2D Frame Project File:10052.ec6 <br /> LIC#:KW-06014008,6uild:20 23 10 02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: DORMER 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 /> 5 -0.07323 09964 <br /> Max +0 60D +D+S <br /> -0.4272 0.1708 <br /> Min +D+S +0 60D <br /> 6 <br /> Max <br /> Min <br /> 7 <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 Labe' Axial Shear Moment Axial Shear Moment <br /> k k k-ft k k k-ft <br /> B 0.5312 0.3266 0.0 -0.07154 0.09342 0.7247 <br /> Max +D+S +D+S D Only +0.60D +D+S +D+S <br /> B 009106 0.05599 0.0 -0 4173 001602 0.1242 <br /> Min +0.60D +0.60D D Only +D+S +0 60D +0.60D <br /> C 1.088 -0.04790 -0.1242 -0.1799 0.4194 0.0 <br /> Max +D+S +0.60D +0 60D +0 60D +D+S D Only <br /> C 0.1865 -0.2794 -0.7247 -1.049 0.07190 0.0 <br /> Min +0 60D +D+S +D+S +D+S +0 60D D Only <br /> D 1.116 01761 0.0 41980 -0.006195 0.2202 <br /> Max +D+S +D+S D Only +0.60D +0 60D +D+S <br /> D 0.1914 0.03020 0.0 -1.155 -0.03614 0.03774 <br /> Min +0 60D +0 60D D Only +D+S +D+S +0 60D <br /> E 0.4834 -0.02571 -0.03774 -0.09426 0.3950 -0.1317 <br /> Max +D+S +0 60D +0 60D +0 60D +D+S +0 60D <br /> E 0.08286 -0.150 -0.2202 -0.5499 0.06771 -0.7680 <br /> Min +0.60D +D+S +D+S +D+S +0.60D +D+S <br /> F 06463 0.2016 07680 -0.1858 -0 004558 0.0 <br /> Max +D+S +D+S +D+S +0 60D +0 60D D Only <br /> F 0.1108 0.03456 0.1317 -1.084 -0.02659 0.0 <br /> Min +0 60D +0 60D +0 60D +D+S +D+S D Only <br /> G -0.1193 0.0 0.0 0.6958 0.0 0.0 <br /> Max +0 60D D Only D Only +D+S D Only D Only <br /> G -0.6958 0.0 0.0 0.1193 0.0 0.0 <br /> Min +D+S D Only D Only +0 60D D Only D Only <br /> Extreme Member Forces Only Load Combinations giving maximum values are listed <br /> Mmbr Label Axial Dist from"I"Joint Moment Dist from"I"Joint Shear Dist from"I"Joint <br /> B -0.07154 k 6,217 ft -0.007010 k-ft 0.1269 ft 0.3266 k 0.0 It <br /> Max +0.60D +0.60D +D+S <br /> B -0.5312 k 0.0 ft -0.7893 k-ft 4.821 ft -0.09342 k 6 217 ft <br /> Min +D+S +D+S +D+S <br /> C -0 1799 k 2.074 ft -0.003033 k-ft 2.032 ft -0.04790 k 0.0 ft <br /> Max +0.60D +0.60D +0.60D <br /> C -1 088 k 0.0 ft -0.7247 k-ft 0.0 ft -0.4194 k 2.074 ft <br /> Min +D+S +D+S +D+S <br /> D -0.1914 k 0.0 ft -0.001268 k-ft 0.04233 ft 0.1761 k 0.0 ft <br /> Max +0.60D +0.60D +D+S <br /> D -1.155 k 2.074 ft -0.2202 k-ft 2.074 ft 0.006195 k 2.074 ft <br /> Min +D+S +D+S +0 60D <br />