Design of Steel Structures MCQs | Page - 4

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M

Mr. Dubey • 52.26K Points
Coach

Q. In a tension member if one or more than one rivet holes are off the line, the failure of the member depends upon:

(A) pitch
(B) gauge
(C) diameter of the rivet holes
(D) all the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. The heaviest I-section for same depth is

(A) ismb
(B) islb
(C) ishb
(D) iswb
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M

Mr. Dubey • 52.26K Points
Coach

Q. The effective length of a compression member of length L, held in position and restrained in direction at both ends, is

(A) l
(B) 0.67 l
(C) 0.85 l
(D) 1.5 l
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M

Mr. Dubey • 52.26K Points
Coach

Q. Efficiency of a riveted joint is defined as the ratio of

(A) least strength of a riveted joint to the strength of solid plate
(B) greatest strength of a riveted joint to the strength of solid plate
(C) least strength of a riveted plate to the greatest strength of the riveted joint
(D) all the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. By providing sufficient edge distance, which of the following failures of riveted joint can be avoided?

(A) tension failure of the plate
(B) shear failure of the rivet
(C) shear failure of the plate
(D) crushing failure of the rivet
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M

Mr. Dubey • 52.26K Points
Coach

Q. The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is

(A) 1500 kg/cm2
(B) 1420 kg/cm2
(C) 1650 kg/cm2
(D) 2285 kg/cm2
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M

Mr. Dubey • 52.26K Points
Coach

Q. When the ratio of the moment M to axial load P is greater than L/6, the resultant of the compressive bearing pressure which acts at a distance Y from one side, is given by

(A) y = (l/3) - (m/p)
(B) y = (l/2) - (p/m)
(C) y = (l/2) + (m/p)
(D) y = (l/3) + (m/p)
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M

Mr. Dubey • 52.26K Points
Coach

Q. A circular column section is generally not used in actual practice because

(A) it is uneconomical
(B) it cannot carry the load safely
(C) it is difficult to connect beams to the round sections
(D) all of the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. Rise of a Jack arch is kept about

(A) 1/2 to 1/3 of the span
(B) 1/3 to 1/4 of the span
(C) 1/4 to 1/8 of the span
(D) 1/8 to 1/12 of the span
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M

Mr. Dubey • 52.26K Points
Coach

Q. For a steel member of slenderness ratio 350, the allowable stress is 76 kg/cm2 if it is

(A) htw grade of thickness exceeding 32 mm
(B) ht grade of thickness exceeding 45 mm
(C) ht grade of thickness not exceeding 45 mm
(D) all the above
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