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Design of Steel Structure

Design of Steel Structure
For rivets in tension with counter-sunk heads, the tensile value shall be

increased by 25 %
increased by 33.3 %
reduced by 33.3%
reduced by 25 %

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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
A circular column section is generally not used in actual practice because

it cannot carry the load safely
it is uneconomical
All of these
it is difficult to connect beams to the round sections

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.33
2.01
2.34

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

stringer beam
header beam
lintel beam
spandrel beam

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.75 kN/m2
1.50 kN/m2
1.35 kN/m2
0.65 kN/m2

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