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Design of Steel Structure

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

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

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

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.5 L
1.8 L
1.3 L
1.1 L

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Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

180
150
190
200

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
10
infinity
100

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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)

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

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