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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

spandrel beam
lintel beam
header beam
stringer beam

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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)

6t
4t
8t
3t

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

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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
20 mm
24 mm
27 mm

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Less than the load factor in determinate structures
More than the load factor in determinate structures
Unpredictable
Equal to load factor in determinate structures

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

both (i) and (ii)
only (ii)
only (i)
None of these

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