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Design of Steel Structure

Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

120
145
180
100

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

constant moment for all curvatures
linear
parabolic
constant curvature for all moments

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Design of Steel Structure
The diameter of base of conical flare of a steel stack is (where d is the diameter of the cylindrical part)

less than d
Any of these
more than d
equal to d

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Design of Steel Structure
The ratio of plastic section modulus to elastic section modulus

is always greater than 1
is always less than 1
is equal to 1
can be less than 1

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
125 t2/h
75 t2/h
125 t2/h

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Design of Steel Structure
Study the following statements.
i) Top lateral bracing prevents the sidesway buckling of the chord.
ii) Sway bracing keeps the rectangular shape of the bridge cross-section.
iii) Sway bracing transfers the load from top of end posts to bearings.
The correct answer is

only (i)
all (i), (ii) and (iii)
both (i) and (iii)
both (i) and (ii)

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