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Design of Steel Structure

Design of Steel Structure
To minimize the total cost of a roof truss, the ratio of the cost of truss to the cost of purlins shall be

4
3
5
2

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Shear force due to 2.5% of the column load
Both (A) and (B)
Bending moment due to 2.5% of the column load
2.5% of the column load

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Design of Steel Structure
If the thickness of thinnest outside plate is 10 mm, then the maximum pitch of rivets in tension will be taken as

163 mm
162 mm
160 mm
161 mm

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Design of Steel Structure
Maximum pitch of rivets, used in steel stacks, is limited to (where t is thickness of thinner plate being connected)

121
101
161
6t

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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
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)

125 t3/h2
125 t2/h
175 t2/h
75 t2/h

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