Challenge 4
Ans.
Aim and Introduction:-
- The aim of this challenge is to create the model as per the given information and data.
- Then to analyse the structure for the results.ults with each other.
Staad Model:-
- A four girder system is to be created .
- First of all a node is created and then the width of the deck slab has been created with 2m spacing each.

- Then the over hang portion of the bridge has been created at -ve X-direction at a distance of 0.7m as given.

- Then accordingly the whole structure has been created in both the sides.

- Then diffrent type of Supports considering the functional behavoiur of bearings for the model need to be created.
- The support releasing the Mx, My & Mz has been created.

- The support releasing the Mx, My, Mz & Fx has been created.

- The support releasing the Mx, My, Mz & Fz has been created.

- The support releasing the Mx, My, Mz, Fx & Fz has been created.

- The supports to the respective bearing positions has been assigned.

- Material Property
- The material property as given has been created.
- For End Section

- For Mid section

- Material property for cross girder has been created as dummy member.

- The properties has been assigned to the structure as described.

- Loads & Definations
- Vehicle definations created.

- Self weight has been defined with a factor of -1 & applied to the whole structure.

- Different loads as SIDL for wearing coat has been defined and assigned to the intermediate girders

- SIDL for crash barrier loading has been created and assigned to the end girders.

- Moment due to SIDL eccentric loading is to be applied. Moments at the intermediate girders has been applied in both the global x direction.

- vehicles Loads has been generated considering the length of the boggie and the length of the span. Also considering the intervals at 0.25.
- Two trains is being considered as per the with of the structure.

- Material Property
- New material for M60 and dummy member has been defind with the following inputs.

- Property M60 and dummy has been assigned to the model.

- The model has been analyzed and results with 0 error.
- Results
- Max deflection of the struture with summary sheet.
- Reactions with summary sheet.
- Value of Mz with summary sheet.
- Value of Mx with summary Sheet.
- Value of Fy with summary sheet.
- Max deflection of the struture with summary sheet.





