Project 1

1) Portal beam having length of 4m and cross section of 300mm x 600mm (depth) and portal columns have height of 3m and cross section 300mm x 300mm. – Both end support Hinged

Open Staad file.

Create nodes

Create beams in between the nodes.

Select and Assign the Model Material as concrete.

Create and assign supports, Both ends pinned.

Define and assign section properties of the Model beams.

Define load cases.

Define self wt AND ASSIGN

Define :Member loads.

Assign loads

Click on Analysis, Select All, Add.

Run Analysis

Click on Postprocessing tab.

View Results.

Refer attached Excel file to view the results.

2)Portal beam having length of 4m and cross section of 300mm x 600mm (depth) and portal columns have height of 3m and cross section 300mm x 300mm. – Both end support Fixed

Open Staad file.

Create nodes

Create beams in between the nodes.

Select and Assign the Model Material as concrete.

Create and assign supports, Both ends Fixed.

Define and assign section properties of the Model beams.

Define load cases.

Define self wt AND ASSIGN

Define :Member loads.

Assign loads

Click on Analysis, Select All, Add.

Run Analysis

Click on Postprocessing tab.

View Results.

Refer attached Excel file to view the results.

3)Portal beam having length of 4m and cross section of 300mm x 600mm (depth) and portal columns have height of 3m and cross section 300mm x 300mm. – 3 column support condition.

Open Staad file.

Create nodes

Create beams in between the nodes.

Select and Assign the Model Material as concrete.

Create and assign supports, Both ends Fixed.

Define and assign section properties of the Model beams.

Define load cases.

Define self wt AND ASSIGN

Define :Member loads.

Assign loads

Click on Analysis, Select All, Add.

Run Analysis

Click on Postprocessing tab.

View Results.

Refer attached Excel file to view the results.

4)Portal beam having length of 4m and cross section of 300mm x 600mm (depth) and portal columns have height of 3m and cross section 300mm x 400mm. – 3 column support condition.

Open Staad file.

Create nodes

Create beams in between the nodes.

Select and Assign the Model Material as concrete.

Create and assign supports, Both ends Fixed.

Define and assign section properties of the Model beams.

Define load cases.

Define self wt AND ASSIGN

Define :Member loads.

Assign loads

Click on Analysis, Select All, Add.

Run Analysis

Click on Postprocessing tab.

View Results.

Refer attached Excel file to view the results.

5)Portal beam having length of 4m and cross section of 300mm x 600mm (depth) and portal columns have height of 3m and cross section 400mm x 300mm. – 3 column support condition.

Open Staad file.

Create nodes

Create beams in between the nodes.

Select and Assign the Model Material as concrete.

Create and assign supports, Both ends Fixed.

Define and assign section properties of the Model beams.

Define load cases.

Define self wt AND ASSIGN

Define :Member loads.

Assign loads

Click on Analysis, Select All, Add.

Run Analysis

Click on Postprocessing tab.

View Results.

Refer attached Excel file to view the results.