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Q.No.1

The collapse load of a simply supported beam with a central point load P and plastic moment capacity Mp is:

Q.No.2

The collapse load of a fixed-ended beam with a central point load P and plastic moment capacity Mp is:

Q.No.3

The collapse load of a simply supported beam with a uniformly distributed load w and plastic moment capacity Mp is:

Q.No.4

The collapse load of a fixed-ended beam with a uniformly distributed load w and plastic moment capacity Mp is:

Q.No.5

The maximum shear stress in a rectangular beam of width b and depth d is:

Q.No.6

The maximum normal stress in a beam subjected to combined axial load P and bending moment M is:

Q.No.7

The maximum shear stress in a circular beam of diameter d is:

Q.No.8

The moment of inertia of a rectangular section of width b and depth d about its centroidal axis is:

Q.No.9

The moment of inertia of a circular section of diameter d about its centroidal axis is:

Q.No.10

The section modulus of a beam is defined as:


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