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Design of Steel Structure

Design of Steel Structure
The overlap of batten plates with the main members in welded connections should be more than (where t = thickness of the batten plate)

3t
8t
4t
6t

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

4.5 mm
10 mm
6 mm
8 mm

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.3 L
1.1 L
1.5 L
1.8 L

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

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

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

105.5 MPa on net area
105.5 MPa on gross area
150.0 MPa on gross area
95.0 MPa on net area

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Design of Steel Structure
In the cross-section of a weld, throat is the

None of these
average dimension
minimum dimension
maximum dimension

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