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Q.No.1

The carry-over factor in the moment distribution method for a prismatic member with far end fixed is:

Q.No.2

The stiffness method of analysis is also known as:

Q.No.3

In the stiffness method, the primary unknowns are:

Q.No.4

The influence line for the bending moment at any point in a continuous beam can be constructed using:

Q.No.5

The Müller-Breslau principle states that:

Q.No.6

A plastic hinge in a beam forms when:

Q.No.7

The plastic moment capacity (Mp) of a rectangular section is:

Q.No.8

The shape factor of a section is defined as:

Q.No.9

The shape factor for a rectangular section is:

Q.No.10

The collapse mechanism of a fixed-ended beam under a central point load involves:


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