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influence-lines-and-approximate-analysis-for-statically-determinate-structures

1. What is relation between shear at base of each columns of a portal frame which is fixed supported (given length of columns are equal)?


Hint Answer

2. What relation between shear carried by interior and exterior columns of a bent?


Hint Answer

3. Approximate analysis is done on a :-


Hint Answer

4. How does axial stress vary from neutral axis?


Hint Answer

5. ILD for shear force at section C for given simply supported beam is _____
ILD for shear force at section C for given simply supported beam is _____\r\n \r\n


Hint Answer

6. Bending Moment Diagram for member AB in given set of frame is given by _____
Bending Moment Diagram for member AB in given set of frame is given by _____\r\n\r\n


Hint Answer

7. Where is point of inflection located in top girder in a pin supported portal frame?


Hint Answer

8. What will be ILD equation for ILD of shear at point D?
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
What will be ILD equation for ILD of shear at point D?AB= 2m, BC= 3m, CD= 3m\r\n B is pin support, D is roller and C is just an arbitrary point.\r\n \r\n \r\n


Hint Answer

9. If a concentrated load of 50KN is applied at point C, n what will be shear developed at point C?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
If a concentrated load of 50KN is applied at point C, n what will be shear developed at point C?AC= 1m, CB =3 m\r\n C is just an arbitrary point. A is pin support and B is a roller type support.\r\n \r\n \r\n


Hint Answer

10.

The influence line for structural function is used for obtaining maximum value because of:

A. Uniformly distributed load 

B. Single point load

C. Series of concentrated load.


Hint Answer

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Topics

This Chapter influence-lines-and-approximate-analysis-for-statically-determinate-structures consists of the following topics

Influence Lines and Approximate Analysis for Statically Determinate Structures

What is relation between shear at base of each columns of a portal frame which is fixed supported (given length of columns are equal)?

;

What relation between shear carried by interior and exterior columns of a bent?

;

Approximate analysis is done on a :-

;

How does axial stress vary from neutral axis?

;

ILD for shear force at section C for given simply supported beam is _____
ILD for shear force at section C for given simply supported beam is _____\r\n \r\n

;

Bending Moment Diagram for member AB in given set of frame is given by _____
Bending Moment Diagram for member AB in given set of frame is given by _____\r\n\r\n

;

Where is point of inflection located in top girder in a pin supported portal frame?

;

What will be ILD equation for ILD of shear at point D?
AB= 2m, BC= 3m, CD= 3m
B is pin support, D is roller and C is just an arbitrary point.
What will be ILD equation for ILD of shear at point D?AB= 2m, BC= 3m, CD= 3m\r\n B is pin support, D is roller and C is just an arbitrary point.\r\n \r\n \r\n

;

If a concentrated load of 50KN is applied at point C, n what will be shear developed at point C?
AC= 1m, CB =3 m
C is just an arbitrary point. A is pin support and B is a roller type support.
If a concentrated load of 50KN is applied at point C, n what will be shear developed at point C?AC= 1m, CB =3 m\r\n C is just an arbitrary point. A is pin support and B is a roller type support.\r\n \r\n \r\n

;

The influence line for structural function is used for obtaining maximum value because of:

A. Uniformly distributed load 

B. Single point load

C. Series of concentrated load.

;