To Analysis and Design of Steel Structures using TSD

1. Aim: To Summarize the bending moment, shear force, and deflection diagrams for the elements of the model.

Procedure:

• Now before starting the analysis check the factors
• In settings under modification factor select steel and all the values is 1.00

• In the load combination, generate the load combination

• For analysis of structure, select 1st order analysis.
• Now select the load combination.
• After that go to the result from the view in the bottom right corner.
• In the result panel, select major and also select axis.
• Moment major.

• Click on result view, select deflection
• Select load combination at the bottom.

• Bending Moment:

• Shear Force:

• Right-click on the member, and select check member-static.
• Column mumber sizes need to be changed.

Result:

• Primary steel member sizes changed to ISMB600
• IS Code 800 table 6 is applied.
• After changing sizes deflection is reduced.

Beam details:

Column details:

2. Aim: To analyze the design the members and select the member sizes along with the foundation design.

Procedure:

• Go to the ground floor and analyze the pedestal element.
• Select 1st order linear in the analysis.
• Select combination and load cases.
• Click on ok.
• Now Right-click on any pedestal element.
• Select "check member"-Static
• Go to the design tab.
• Click on design slabs.
• In the "Review" tab select "slab reinforcement".

• Select foundation tab
• Select pad base column.
• Select pedestal and assign it.

• Select 1st order linear in the analysis.
• Select combination and load cases.
• Click on ok
• Select Review at the bottom and check pass or fail.
• Go to the Results tab
• Select axial forces-Fz in ID analysis.
• click on Forces in the text
• Select load combination.
• Similarly, check shear force and moment.

Result: