TB-Lecture41-ETABS-Load-Combinations

TB-Lecture41-ETABS-L - 4 1 0.655 0.655 0.19 0.19 2 0.655 0.655-0.19 0.19 3 0.655 0.655 0.19-0.19 4 0.655 0.655-0.19-0.19 5 0.655-0.655 0.19 0.19 6

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EGN EGN -5439 The Design of Tall Buildings 5439 The Design of Tall Buildings Lecture 41 Lecture 41 ETABS – Load Combinations
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Define the Static Load Cases. Define the Static Load Cases.
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Create the Wind Load Cases. Create the Wind Load Cases.
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Create the Rigid Diaphragms. Create the Rigid Diaphragms. Select All, then assign shell rigid diaphragm. Select All, then assign shell rigid diaphragm.
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ASCE ASCE -7 Code Combinations 7 Code Combinations Case # X Y MX MY 1 1 1 2 -1 3 1 4 -1 2 1 0.875 0.25 2 0.875 -0.25 3 -0.875 0.25 4 -0.875 -0.25 5 0.875 0.25 6 0.875 -0.25 7 -0.875 0.25 8 -0.875 -0.25 3 1 0.75 0.75 2 -0.75 0.75 3 0.75 -0.75 4 -0.75 -0.75
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Unformatted text preview: 4 1 0.655 0.655 0.19 0.19 2 0.655 0.655-0.19 0.19 3 0.655 0.655 0.19-0.19 4 0.655 0.655-0.19-0.19 5 0.655-0.655 0.19 0.19 6 0.655-0.655-0.19 0.19 7 0.655-0.655 0.19-0.19 8 0.655-0.655-0.19-0.19 9-0.655 0.655 0.19 0.19 10-0.655 0.655-0.19 0.19 11-0.655 0.655 0.19-0.19 12-0.655 0.655-0.19-0.19 13-0.655-0.655 0.19 0.19 14-0.655-0.655-0.19 0.19 15-0.655-0.655 0.19-0.19 16-0.655-0.655-0.19-0.19 • 1.2DL + 1.6LL • 1.2DL + 0.8W • 1.2DL + 1.6W + 0.5L Apply the Loading to the Diaphragm Apply the Loading to the Diaphragm ....
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This note was uploaded on 08/29/2011 for the course CES 4600 taught by Professor Staff during the Fall '08 term at FIU.

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TB-Lecture41-ETABS-L - 4 1 0.655 0.655 0.19 0.19 2 0.655 0.655-0.19 0.19 3 0.655 0.655 0.19-0.19 4 0.655 0.655-0.19-0.19 5 0.655-0.655 0.19 0.19 6

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