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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,Build:20 23 10.02 Structural Design Associates (c)ENERCALC INC 1983-2023 <br /> DESCRIPTION: DORMER FRAME <br /> Deflection Load Combinations IBC 2021 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+O 7501-r+0 750L+0.450W+H 1 0 0.750 0.750 0.450 1.0 <br /> +D+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 05250 1.0 <br /> +0.60D+0 60W+0 60H 0.60 0.60 060 <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 /> r 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 /> 2 0.0 0.0 00 <br /> Max +0 60D +0 60D <br /> 2 0.0 00 00 <br /> Min +D+S +D+S <br /> 3 0.2068 -0.1344 00 <br /> Max +D+S +0 60D <br /> 3 0.03545 -0.7843 00 <br /> Min +0.60D +D+S <br /> 4 0.4661 01809 0.008204 <br /> Max +D+S +D+S +D+S <br /> 4 0.07990 0.03102 0001406 <br /> Min +0 60D +0 60D +0 60D <br /> 5 0.0 0.0 0.0 <br /> Max +D+S +0 60D <br /> 5 0.0 00 0.0 <br /> Min +0 60D +D+S <br /> 6 0.2932 -0 1870 0007366 <br /> Max +D+S +0 60D +D+S <br /> 6 0.05026 -1.091 0.001263 <br /> Min +0 60D +D+S +0 60D <br /> 7 02963 -0.07732 0.01570 <br /> Max +D+S +0 60D +D+S <br /> 7 0.05079 -0.4510 0.002691 <br /> Min +0 60D +D+S +0 60D <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 /> 2 0.4272 0.4542 <br /> Max +D+S +D+S <br /> 007323 0.07787 <br /> Min +0 60D +0 60D <br /> 3 <br /> Max <br /> Min <br /> 4 <br /> Max <br /> Min <br />