Design of Steel Structures MCQs | Page - 2

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Mr. Dubey • 52.26K Points
Coach

Q. In moment resistant connections, the moment resistance of riveted connection depends upon

(A) shear in rivets
(B) compression in rivets
(C) tension in rivets
(D) strength of rivets in bearing
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M

Mr. Dubey • 52.26K Points
Coach

Q. The portal bracing in a truss bridge is used to

(A) transfer load from top of end posts to bearings
(B) keep the rectangular shape of the bridge cross-section
(C) stiffen the structure laterally
(D) prevent the sides-way buckling of top chord
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M

Mr. Dubey • 52.26K Points
Coach

Q. The maximum permissible span of asbestos cement sheets is

(A) 650 mm
(B) 810 mm
(C) 1250 mm
(D) 1680 mm
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M

Mr. Dubey • 52.26K Points
Coach

Q. Lacing bars in a steel column should be designed to resist

(A) bending moment due to 2.5% of the column load
(B) shear force due to 2.5% of the column load
(C) 2.5% of the column load
(D) both (a) and (b)
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M

Mr. Dubey • 52.26K Points
Coach

Q. The moment of the couple set up in a section of a beam by the longitudinal compressive and tensile force, is known as

(A) bending moment
(B) moment of resistance
(C) flexural stress moment
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. The thickness of the web of a mild steel plate girder is less than d/200. If only one horizontal stiffener is used, it is placed at

(A) the neutral axis of the section
(B) 2/3rd of the depth of the neutral axis from the compression flange
(C) 2/5th of the depth of the neutral axis from the compression flange
(D) 2/5th of the height of the neutral axis from tension flange
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M

Mr. Dubey • 52.26K Points
Coach

Q. Shear buckling of web in a plate girder is prevented by using

(A) vertical intermediate stiffener
(B) horizontal stiffener at neutral axis
(C) bearing stiffener
(D) none of the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. The most commonly used sections in lateral system to carry shear force in built up columns, are

(A) rolled steel flats
(B) rolled angles
(C) rolled channels
(D) all the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. The stress in the wall of a thin cylinder subjected to internal pressure, is

(A) hoop compression
(B) shear
(C) torsional shear
(D) hoop tension
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M

Mr. Dubey • 52.26K Points
Coach

Q. The risk coefficient k, depends on

(A) mean probable design life of structures
(B) basic wind speed
(C) both (a) and (b)
(D) none of the above
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