Design of Steel Structures MCQs | Page - 5

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Mr. Dubey • 52.26K Points
Coach

Q. The main type of butt joints, is a double cover

(A) shear riveted joint
(B) chain riveted joint
(C) zig-zag riveted joint
(D) all the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. Bearing stiffener in a plate girder is used to

(A) transfer the load from the top flange to the bottom one
(B) prevent buckling of web
(C) decrease the effective depth of web
(D) prevent excessive deflection
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M

Mr. Dubey • 52.26K Points
Coach

Q. The central deflection of a simply supported steel beam of length L with a concentrated load W at the centre, is

(A) wl3/3ei
(B) wl4/3ei
(C) wl3/48ei
(D) 5wl4/384ei
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M

Mr. Dubey • 52.26K Points
Coach

Q. If d is the distance between the flange angles,

(A) vertical stiffeners are provided in steel plate girders if the web is less than d/85
(B) vertical stiffeners are provided in high tensile steel plate girders if the web is less than d/175
(C) horizontal stiffeners are provided in steel plate girders if the web is less than d/200
(D) all the above
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M

Mr. Dubey • 52.26K Points
Coach

Q. Area of openings for buildings of large permeability is more than

(A) 10% of wall area
(B) 20% of wall area
(C) 30% of wall area
(D) 50% of wall area
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M

Mr. Dubey • 52.26K Points
Coach

Q. In case horizontal stiffeners are not used, the distance between vertical legs of flange angles at the top and bottom of a plate girder, is known as

(A) overall depth
(B) clear depth
(C) effective depth
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. Working shear stress on the gross area of a rivet as recommended by Indian Standards, is

(A) 785 kg/cm2
(B) 1025 kg/cm2
(C) 2360 kg/cm2
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. The least dimensio D

(A) 0.5 d
(B) 0.68 d
(C) 0.88 d
(D) d
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M

Mr. Dubey • 52.26K Points
Coach

Q. Effective length of a column effectively held in position and restrained in direction at one end but neither held in position nor restrained in direction at the other end, is

(A) 1.5 l
(B) 0.67 l
(C) 0.85 l
(D) 2 l
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M

Mr. Dubey • 52.26K Points
Coach

Q. The equivalent axial load may be defined as the load which produces a stress equal to

(A) maximum stress produced by the eccentric load
(B) maximum stressed fibre
(C) bending stress
(D) none of these
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