ETABS from A to Z - V17 2019 - real existing tower example
- Description
- Curriculum
- FAQ
- Reviews

Learn how to use the world’s most popular application for structural design
This application is used to design the world-famous towers and towers such as Burj Khalifa
Learning will be done by a simple example of learning the basics
And then a real advanced example of learning things developed in the application to be able to design any project through the application
We will Use American codes ( ACI – UBC – ASCE )
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24prepare the ETABS file for importing
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25import the DXF files in Etabs
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26Define materials and wall Section and draw it
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27Define the sections and set modifiers
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28Draw the columns and the slabs
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29Fix the walls & columns in all floors
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30Define load pattern (static-seismic-wind ) part-1
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31Define load pattern (static-seismic-wind ) part-2
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32Define diaphragm –Response spectrum – mass source – P-delta
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33Define load cases & load Combinations Part-1
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34Define load cases & load Combinations Part-2
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35Define load cases & load Combinations Part-3
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36Draw the Beam & Opening – Assign the load
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37Assign the piers and divide it
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38Check the model – prepare it for Analysis
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39Read the result – fix the scale factor - Fix the load Combinations Part-1
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40Read the result – fix the scale factor - Fix the load Combinations Part-2
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41Check Drift , scale factor ,torsional irregularity Part-1
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42Check Drift , scale factor ,torsional irregularity Part-2
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43Check Drift , scale factor ,torsional irregularity Part-3
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44Check soft story & wind displacement
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45Design the Columns(Design – check)
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46Design the Columns(Design – check) PART-1
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47Design the Columns(Design – check) PART-2
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48Design the Columns(Design – check) PART-3
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49Export reactions for CSI Safe v16 to solve foundations
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51Construction sequence analysis in Etabs
Auto construction sequence analysis in etabs
what the load will use
when we use this type of analysis
what effect of this analysis
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52part 1 - floating columns in transfer beam
The floating column is a vertical member which rest on a beam but doesn't transfer the load directly to the foundation
Or it is named planted columns
floating column advantages and disadvantages
floating column advantages and disadvantages
floating column design in etabs
what factors influence when we study floating columns
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53part 2 - floating columns in transfer beam
The floating column is a vertical member which rest on a beam but doesn't transfer the load directly to the foundationOr it is named planted columns
floating column advantages and disadvantages
floating column advantages and disadvantages
floating column design in etabs
what factors influence when we study floating columns
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54part 3 - floating columns in transfer beam
The floating column is a vertical member which rest on a beam but doesn't transfer the load directly to the foundationOr it is named planted columns
floating column advantages and disadvantages
floating column advantages and disadvantages
floating column design in etabs
what factors influence when we study floating columns
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55building separations - seismic joint -
building separations / gap calculation from Etabs model
seismic joint according UBC97
EXAMPLE CALCULATION How to calculate the expansion joint in etabs ?
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56Modeling beam - column joint connection
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