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4020 HOYT AVE 2025-10-06
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4020 HOYT AVE 2025-10-06
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10/6/2025 8:05:06 AM
Creation date
9/15/2025 1:22:15 PM
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HOYT AVE
Street Number
4020
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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 1983-2023J <br /> DESCRIPTION: TYPICAL FRAME <br /> rDeflection Load Combinations IBC 2021 <br /> Load Combination Load Combination Factors <br /> Description Dead Roof Live Live Snow Wind Seismic Earth <br /> +D+O 60W+H 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 /> +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 0.5250 1.0 <br /> +0.60D+0.60W+0.60H 060 060 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 /> 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 00 00 <br /> Max +0 60D +0 60D <br /> 1 0.0 00 0.0 <br /> Min +D+S +D+S <br /> 2 -0.02115 004037 -0 001430 <br /> Max +0.60D +D+S +0.60D <br /> 2 -0.1234 0.006920 -0 008344 <br /> Min +D+S +0 60D +D+S <br /> 3 00 -0.07442 0.0 <br /> Max +D+S +0 60D <br /> 3 00 -0.4341 0.0 <br /> Min +0 60D +D+S <br /> 4 0.1234 0.04037 0.008344 <br /> Max +D+S +D+S +D+S <br /> 4 0.02115 0.006920 0.001430 <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 -0.000187 -0 07187 -0.000911 <br /> Max +0 60D +0 60D +0.60D <br /> 6 -0.001091 -0.4193 -0.005314 <br /> Min +D+S +D+S +D+S <br /> 7 0.001091 -0.07187 0.005314 <br /> Max +D+S +0 60D +D+S <br /> 7 0.000187 -0.4193 0.000911 <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 /> 03117 0.8703 <br /> Max +D+S +D+S <br /> 0.05344 0.1492 <br /> Min +0 60D +0 60D <br /> 2 <br /> Max <br />
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