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Design of Steel Structure

Design of Steel Structure
The difference between gross diameter and nominal diameter for the rivets up to 25 mm diameter is

1.5 mm
2.0 mm
1.0 mm
2.5 mm

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

150
200
180
190

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Design of Steel Structure
The maximum spacing of vertical stiffeners is (where d is the distance between flange angles)

1.5 d
1.25 d
1.75 d
1.33 d

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

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

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Design of Steel Structure
Minimum spacing of vertical stiffeners is limited to (where d is the distance between flange angles)

d/4
d/2
2d/3
d/3

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

infinity
zero
10
100

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