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Design of Steel Structure

Design of Steel Structure
The heaviest I-section for same depth is

ISLB
ISWB
ISMB
ISHB

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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

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

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
butt joint with single cover plate
butt joint with double cover plates
lap joint

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

p a (1/V)
pa V
paV2
paV”2

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Design of Steel Structure
The forces acting on the web splice of a plate girder are

Axial forces
Axial and bending forces
Shear and axial forces
Shear and bending forces

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Design of Steel Structure
The allowable shear stress in the web of mild steel beams decreases with (where ‘h’ is height and t is thickness)

increase in height
increase in h/t ratio
decrease in thickness
decrease in h/t ratio

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