Project 2_Design & Analysis of a Hostel building at Guwahati, Assam

• Open Up New Model and Set Grid and Story Data as per the Architectural Drawings Received

1. Whenever you design a building, you will always be provided with the Architectural model specifying the desired column size, position, and orientation within the building limits.
2. So, at first, we can initiate the building model with this primary data if it is feasible from the structural point of view as well.
3. And if not, we need to discuss the issue with the Architect and try and work out an alternate framing plan as per the structural need.
4. However, in our case, the framing plan provided by the Architect seems fine to start with.
5. So, once it is done, we can start modeling the building using ETABS.
6. The process is fairly simple and has already been discussed repeatedly in previous assignments.

New ETABS Model with Custom Grid and Story Data

• Define Material and Section Properties

M25

HYSD 500

HYSD 450

C500X600

B300X350

SLAB 150mm Thick

• Start Modeling by Drawing Structural Elements

Quick Draw Columns

Quick Draw Beams

Quick Draw Floors

• Define and Assign Load Patterns

Load Patterns

AAC Block Load Assign

AAC Load for Terrace

Live Load Assign (For All Rooms)

For Corridor and Staircase

For Terrace

Floor Finish Load

• Define Mass Source, Modal Case, and Response Spectrum Function

Mass Source

Moal Case

Response Spectrum Function

RSx

RSy

• Generate Load Combinations

• Check The Model and Run the Analysis

• Conduct the Structural Output Checks

Modal Response Check

Story Drift Check

• Base Shear Scaling

Difference in the base shear

Scale Factor Multiplication

Equal Base Shear

• Run the Design

View/Revise Design References

Design Completed

Verify all Members Passed

2. Reinforcement detailing of the concrete frame using AutoCAD.

• Max Steel as per ETABS Results

Beam B34 Longitudinal Steel Requirements

B34 Shear Steel Requirements

B34 Reinforcement Detailing as per IS-13920

Column C29 Longitudinal Steel Requirements

C29 Shear Requirements

C29 Reinforcement Detailing As per the IS-13920

3. Foundation Design Using SAFE

• Export Base Reactions from ETABS to SAFE

Open Base Level Plan in ETABS

Go to File>Export>F2k File for SAFE

Save at the Desired Location on your Machine

• Open SAFE and Import the Same File

Open safe>files>import>f2k file>Select model>OK

All the Loads Imported and Assigned Already While Importing

• Define Material and Section Properties

M25

HYSD 500

PileCAP

500mm dia. Piles

Stiff Column Section

Define Point Spring

• Draw the Pile Foundation Layout Using Draw Tool in SAFE

NOTE: Detailed explanation on how to execute the drawing has already been given in previous assignments. Hence, the same is not repeated here and rather the final output has been inserted below:

• Run the Analysis and Design and Conduct the needed Checks for the Same

Click on the play button to run the design and analysis of the pile foundation model. All the required checks are inserted below:

Check for Settlement

A total settlement of 25mm is allowed for pile caps. However, you can see in the below image that the displacement for our design does not even cross 8mm for the SLS load combination. Hence OK.

Check for Punching Shear

The punching shear ratio should not cross-unit value which in our case, it doesn't, Hence OK.

Check for Base Reaction of Piles

The reaction induced in piles must not cross the net bearing capacity of the piles used which in our case is 280KN. And the reactions induced in piles are less than 280 as shown below. Hence, OK

Steel Requirements

CONCLUSION:

Thus, the entire design process for buildings can be completed precisely with the help of the latest computational tools like ETABS when you know how to use them and not to mention, you also have the conceptual clarity regarding the building design

completed