Design of Steel Structures MCQs | Page - 3

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M

Mr. Dubey • 52.26K Points
Coach

Q. For eccentrically loaded columns, the bending factor is

(A) cross-sectional area of column/radius of gyration
(B) radius of gyration/cross-sectional area of column
(C) cross-sectional area of column/section modulus of the section
(D) section modulus of the section/cross-sectional area of column
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M

Mr. Dubey • 52.26K Points
Coach

Q. The net area of round bars to resist the tension, is the area of cross section at

(A) mid-section
(B) root of the thread
(C) difference of (a) and (b)
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. The bracing between two columns of a steel tank will be designed to resist

(A) horizontal shear due to wind or earthquake only
(B) horizontal, shear due to wind or earthquake + 2.5% of column loads
(C) column loads + 2.5% of horizontal shear due to wind or earthquake
(D) column loads + full horizontal shear due to wind or earthquake
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M

Mr. Dubey • 52.26K Points
Coach

Q. A column splice is used to increase

(A) length of the column
(B) strength of the column
(C) cross-sectional area of the column
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. The mechanism method of plastic analysis satisfies

(A) equilibrium and mechanism conditions
(B) equilibrium and plastic moment conditions
(C) mechanism and plastic moment conditions
(D) equilibrium condition only
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M

Mr. Dubey • 52.26K Points
Coach

Q. Rolled steel beams are designated by Indian Standard series and its

(A) weight per metre and depth of its section
(B) depth of section and weight per metre
(C) width of flange and weight per metre
(D) weight per metre and flange width
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M

Mr. Dubey • 52.26K Points
Coach

Q. When plates are exposed to weather, tacking rivets are provided at a pitch in line not exceeding (where t is the thickness of the outside plate).

(A) 8 t
(B) 16 t
(C) 24 t
(D) 32 t
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M

Mr. Dubey • 52.26K Points
Coach

Q. For a compression member with double angle section, which of the following section will give larger value of minimum radius of gyration?

(A) equal angles back to back
(B) unequal legged angles with long legs back to back
(C) unequal legged angles with short legs back to back
(D) both (b) and (c)
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M

Mr. Dubey • 52.26K Points
Coach

Q. The gross section of the web of a beam is defined as

(A) depth of the beam multiplied by its web thickness
(B) width of the flange multiplied by its web thickness
(C) sum of the flange width and depth of the beam multiplied by the web thickness
(D) none of these
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M

Mr. Dubey • 52.26K Points
Coach

Q. Pitch of tacking rivets, when double angles connected back to back and acting as tension members should not be more than

(A) 500 mm
(B) 600 mm
(C) 1000 mm
(D) 300 mm
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