Structural Analysis

Deflection Equations method was developed by

• Mohr

• Bernoulli

• Maxwell

• Mohr and manderla

While using slope deflection method, in which direction is moment taken as positive?

• Clockwise

• Anti-clockwise

• Depends upon case

• Depends upon loading

A and B are fixed supports.

If support B settles by 1mm downward, what is direction of rotation at point A?

• +ve

• -ve

• Can’t say

• Depends upon loading at point

A and B are fixed supports.

If support B settles by 1mm downward, what is direction of rotation at point B?

• +ve

• -ve

• Can’t say

• Depends upon loading at point

A and B are fixed supports.

If support A settles by 1mm downward, what is direction of rotation at point A?

• +ve

• -ve

• Can’t say

• Depends upon loading at point

A and B are fixed supports.

If support A settles by 1mm downward, what is direction of rotation at point B?

• +ve

• -ve

• Can’t say

• Depends upon loading at point

If a beam has 4 external supports, then how many parts would it be divided in case of using slope deflection equations?

• 0

• 1

• 2

• 3

After writing slope deflection equation what is the second step?

• Use stress-strain relationship

• Use equilibrium equations

• Use compatibility equations

• Can't Say

Fixed end moment formula for UDL load

• WL²/12

• WL²/8

• WL²/6

• WL²/10

In AB span MFAB direction is

• clock wise

• anticlockwise

• both

• nothing above