TOS Set No - 1

neglecting axial deformation, the, kinematic indeterminacy of the structure shown in the figure below

• 12

• 14

• 20

• 22

the total degree of static indeterminacy (both internal and external) for the bridge truss shown in the given figure below

• 4

• 5

• 6

• 3

The degree of static indeterminacy of the beam given below is

• 0

• 1

• 2

• 3

What is the total degree of static in indeterminacy both internal and external of the plane frame shown below

• 10

• 11

• 12

• 14

What is the total degree of static in indeterminacy both internal and external of the plane frame shown below

• 12

• 15

• 11

• 14

The degree of static indeterminacy of the beam given below is

• 1

• 2

• 3

• 4

A beam fixed at both ends carries a uniformly distributed load on the entire length. The ratio of bending moment at the support to the bending moment at mid span is given by

• 0.5

• 1.0

• 1.5

• 2.0

The maximum bending moment at the left quarter point of a simple beam due to crossing of UDL of length shorter than the span in the direction left to right, would occur after the load had just crossed the section by

• One-fourth of its length

• Half of its length

• Three fourth of its length

• Its full length

What is the ordinate of the influence line at B for reaction RD in figure below?

• 0.5

• 0.4

• 0.2

• Zero

Muller- Breslau Principle is applicable to get the influence line for which one of the following?

• Reaction at the ends of a simple beam

• Bending moment at a section

• Shear force at a section

• Forces and moments at any section