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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 effect of racking forces is considered in the design ofi) lateral bracesii) chord membersThe correct answer is

both (i) and (ii)
only (i)
only (ii)
None of these

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

Axial and bending forces
Shear and axial forces
Shear and bending forces
Axial 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
decrease in thickness
decrease in h/t ratio
increase in h/t ratio

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
0.65 kN/m2
1.35 kN/m2
1.50 kN/m2

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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

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

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