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Design of Steel Structure

Design of Steel Structure
If the thickness of plate to be connected by a rivet is 16 mm, then suitable size of rivet as per Unwin’s formula will be

16 mm
27 mm
24 mm
20 mm

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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
1.33 d
1.75 d

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Design of Steel Structure
The range of economical spacing of trusses varies from

L/4to2L/5
L/3 to L/5
L/3 to L/2
2L/5 to 3L/5 where L is span

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Design of Steel Structure
Angle of inclination of the lacing bar with the longitudinal axis of the column should preferably be between

10° to 30°
30° to 40°
40° to 70°
90°

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

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

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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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