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In the ideCAD model, starting from the top floor located between the column C0013 and the beam B016-B017, the joint point values named N2 - N1 - N25 - N48 were read sequentially.
ideCAD StaticStructural
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ETABS
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2- Internal Force Frame Results
ideCAD StaticStructural
C0002 corner column
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ETABS
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c) Modal Analysis
ideCAD StaticStructural
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ETABS
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d) Horizontal Earthquake Load Results
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