Design of Steel Structures MCQs | Page - 32

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M

Mr. Dubey • 52.26K Points
Coach

Q. The capacity of the smallest pressed steel tank is 1000 litre

(A) 1650 litre
(B) 1950 litre
(C) 2450 litre
(D) none
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M

Mr. Dubey • 52.26K Points
Coach

Q. As per IS : 800, for compression flange, the outstand of flange plates should not exceed

(A) 12 t
(B) 16 t
(C) 20 t
(D) 25 tt
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M

Mr. Dubey • 52.26K Points
Coach

Q. If the moment of inertia of a section about its axis is and its effective sectional area is, its radius of gyration r about the axis, is

(A) r = I/A
(B) r I/A)
(C) r = (I/A)
(D) r A/I)
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M

Mr. Dubey • 52.26K Points
Coach

Q. The equivalent axial tensile load Pe, which produces an average axial tensile stress in the section equivalent to the combined stress due to axial tension P and bending M, at the extreme fibre of the section, is given by (where Z is the section modulus of the section).

(A) Pe = P + MA/Z
(B) Pe = P - MA/Z
(C) Pe = P - Z/MA
(D) Pe = P + Z/MA
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M

Mr. Dubey • 52.26K Points
Coach

Q. A 20 mm dia steel bar which is subjected to an axial tension of 2300 kg/cm2 produces a strain of cm. If Young's modulus of steel is 2.1 × 106kg/cm2, the bar is

(A) In the elastic range
(B) In the plastic range
(C) At yield point
(D) None of these
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