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1913 HOYT AVE C D 2022-05-23
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1913 HOYT AVE C D 2022-05-23
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Last modified
5/23/2022 7:58:47 AM
Creation date
5/4/2021 2:49:50 PM
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Address Document
Street Name
HOYT AVE
Street Number
1913
Unit
C D
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STRUCTURAL DESIGN ASSOCIATES Project Title: <br /> Engineer: Project ID: SDA#7976 <br /> Project Descr. <br /> T,.__�_ Printed 2 FEB an8:24AM <br /> 2-D Frame �� - ___ Re <br /> e=lUasper{neMwrkIllesWPROJECTSt7300-7-17976179764-1.EC6 <br /> ENERCALC,INC.1983.2017,Build:10.17.12.10,Ver.10.1712.10 <br /> Lic.#: KW-06011301 Licensee:Covington <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 /> 2 - _. .:_ 0_9630 r -.-002 45 d,t}t?(?a177 <br /> Max E Only , E Only E Only'-1.0 <br /> 2 -0.9630 -0.002345 -0.003177 <br /> Min E Only•-1.0 E Only•-1.0 EOnly <br /> 3 0.0 0,0 0.01326 <br /> Max E Only E Only'-1.0 E Only*-1.0 <br /> 3 0.0 0.0 -0.01326 <br /> Min E Only•-1.0 S Only E Only <br /> 4 0.9629 .0000830 0.001805 <br /> Max E Only E Only'-1.0 E Only'-1.0 <br /> 4 -0.9629 -0.002378 -0.001805 <br /> Min E Only•-1.0 S Only E Only <br /> 5 0.0 0.0 0.01269 <br /> Max E Only E Only E Only•-1.0 <br /> 5 0.0 0.0 -0.01269 <br /> Min E Only'-t o E Only*-1.0 E Only <br /> 6 0.9629 0.002222 0.002940 <br /> Max E Only E Only E Only•-1.0 <br /> 6 -0.9629 -0.002222 -0.002940 <br /> Min E Only'-1.0 E Only•-1.0 E Only <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 /> 1 5.971 0 971 <br /> Max E Only•-1.0 +D-0.70E <br /> -5.971 -9.334 <br /> Min E Only E Only <br /> 2 <br /> Max <br /> Min <br /> 3 12.833 18.985 <br /> Max E Only*-1.0 +D+S <br /> -12.833 -0.3881 <br /> Min EOnly E Only•-1.0 <br /> 4 <br /> Max <br /> Min <br /> 5 6.196 57.854 <br /> Max E Only'-1.0 E Only'-1.0 <br /> -6.196 -57.854 <br /> Min E Only E Only - 7 <br /> 6 s -4h,s ./ <br /> Max <br /> Min _ <br /> Extreme Member End Forces 0n Load Combinations giving maximum values are listed <br /> Member"I"End Forces Member"J"End Forces <br /> Member Label Axial Shear Moment Atrial Shear Moment <br /> k k k-ft <br /> 1-2 10.387 3.877 / 0.0 4.888 4.889 32.952 <br /> Max +1:121D-0,70E +0.4788D+0.70E +0.47880-0.70E ' +0.47::0+0.70E +1,121D-0.70E +0.4788D+0.70E <br /> 1-2 -4.888 -4.483 0.0 ; -8.179 -3.877 -38.103 <br /> Min +0.4788D+0,70E +0.47880-0.70E +0.47810+0.70E / +0.4788D-0.70E +4,4788D+0.70E +0.4788D-0.70E <br /> 2-4 4.889 10.387 41.560 4.267 11.560 31.429 <br /> Max +1.121D-0.70E +1.121D-0.70E +1.121D-0.70E +0.4788D-0.70E +1.121D+0.70E +0.4788D-0.70E <br />
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