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Design of Steel Structure

Design of Steel Structure
A steel beam supporting loads from the floor slab as well as from wall is termed as

lintel beam
stringer beam
header beam
spandrel beam

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

1.33 d
1.5 d
1.75 d
1.25 d

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Design of Steel Structure
The capacity of the smallest pressed steel tank is

1650 litre
2450 litre
1950 litre
1000 litre

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Design of Steel Structure
The slenderness ratio of lacing bars should not exceed

100
120
180
145

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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

162 mm
160 mm
161 mm
163 mm

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

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

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