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Design of Steel Structure

Design of Steel Structure
Minimum pitch of the rivets shall not be less than (where d is gross diameter of rivet)

2.0 d
1.5 d
2.5 d
3.0 d

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

2: 1
1 : V2
V2 : 1
1:1

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
shear buckling of web plate
compression buckling of web plate
yielding

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Design of Steel Structure
Bending compressive and tensile stresses respectively are calculated based on

net area and gross area
gross area and net area
net area in both cases
gross area in both cases

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

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

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

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