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ESE CE: Design of Steel Structures Champion Quiz 4

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Question 1

A fixed beam of length L has been loaded with central concentrated load. The beam has been strengthened at the supports with cover plates so that the flexural resisting yield moment capacity at the ends is thrice of that at the centre. If this capacity is to be fully effective resulting in higher collapse load, to what length from the ends should the cover plate extend?

Question 2

What is the ratio of the shape factors for beam cross-sections having rectangular, circular and triangular shapes and of same area?

Question 3

Which one of the following is not correct?

Question 4

A beam of square cross-section of side ‘x’ is composed of material whose yield stress in compression is 1.5 times the yield stress in the tension. What is the distance of the neutral axis from the centre for the fully plastic condition?

Question 5

Match List-I (Loaded prismatic beam of uniform M_P) with List-II (Plastic Load) and select the correct answer using the code given below the lists:
List-I
A)

List-II
1)

Question 6

For the propped cantilever beam shown in the figure given below, the plastic moment capacity is

What is the value of its collapse load?

Question 7

In a plastic analysis of structures, the segment between any two successive plastic hinges is assumed to deform as

Question 8

An angle ISA

is connected to a gusset plate 5 mm thick, with 16 mm bolts. What is the bearing strength of the bolt when the hole diameter is 16 mm and the allowable bearing stress is 250 MPa?

Question 9

In a steel plate girder, the web plate is connected to the flange plates by fillet welding. The size of fillet welds is designed to safely resist.

Question 10

What is the maximum permissible longitudinal pitch in staggered riveted compression joints?

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ESE & GATE CE Design of Steel Structures

Jul 5ESE & GATE CE