Structural Modelling using Etabs 2018
AIM:
- To model and analyze the G+7 residential building from the given architectural drawings using the ETABS 2018.
- To Run a modal response spectrum analysis and check analysis results of the Etabs model for inter-storey drift requirements, vertical & planar irregularities, minimum shear wall requirements, maximum axial load ratio for column and shear walls, effective moment of inertia for beams and columns etc.
INTRODUCTION:
- ETABS is an engineering software product that caters to multi-story building analysis and design.
- Modeling tools and templates, code-based load prescriptions, analysis methods and solution techniques, all coordinate with the grid-like geometry unique to this class of structure.
PROCEDURE:
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First we have open the etabs software.
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Then click on the New model option at the left side to create the new model, as shown below.

- Then choose grid only to create grids, to add grids click on edit grid data.


- Then click on edit storey data to add number of story and story height.



- Firstly need to define the material properties, so click on material properties to in define from menu bar to define the material properties.

- To add new material property click on add new material

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After creating the material properties need to define frame sections
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To create frame sections go to define and click on frame section in section properties

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Enter the property name for each frame sections and choose the material grade
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Enter the depth and widt of the sections
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click on modify rebar data to specify the rebar data

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In that choose design for baem if its a column section then choose column
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For this section its a beam so click on beam and enter cover details
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Also specify the rebar materilal from the dropdown selection
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After entering all the details click ok

C400x600

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Then need to define slab sections
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For that go to define and select slab sections in sections peroperties.

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Add peoperty name for slab
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Select the slab material
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And choose modeling type as membrane
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Then enter the thickness of the slab

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After that need to define property for shear wall
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For that go to define click on wall sections in section properties to define shear wall properties.

- Click on add new property to t define shear wall property

- To define load pattern click on load pattern on in define in menu bar

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click add to add the new loads
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Select the type of load and code from the dropdown

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Then we need to define the mass source
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Fo that go to define and click on mass source.

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After defining all the sections, materials and load patterns need to start modeling
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First to ceate columns click on quick draw column in the left side window
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Befire that make sure the work mode is switched to all stories
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Then select the column property to draw and draw the columns as per their respective positions.

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In the same manner create the beams by clicking quickdraw beams in left side panel
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The beams need to draw in all stories mode

- Add the secondary beams with respective to proper dimensions.

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To rotate the columns select the columns in the window
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Then go to frame and click on local axes to rotate column

Enter the angle in rotate by angle enter as 90 degree

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Click on draw wall to draw the shear wall
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Draw the shear wall with respect to their location and length

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After adding the frames need to draw slabs
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Use quick draw to draw slabs quickly
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In place of cut slabs use poly draw slab

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To assign the loads now need to select frames
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The wall load is acting only on frames so selct the frames
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The frames are selectes by using object type

- Select the load pattern as wall
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Enter the uniform load value and click ok to assign

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In the similar way, select the slabs to assign the live load
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Dont select the stair and lift slab
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Assign live load as 2 and also floor finish load


- The below image shows the elevation of the model

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For slabs we need aggign the diaphragms
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Select the slabs using object selection
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Then go to assign shell and click on diaphragms

RESULT
The G+7 residential appartment building has been modelled and analyzed successfully using the ETABS 2021.