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Design of Steel Structure

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
161 mm
160 mm
163 mm

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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

lintel beam
stringer beam
spandrel beam
header beam

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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

20 mm
16 mm
24 mm
27 mm

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

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

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Four times the weld size
Six times the weld size
Two times the weld size
Weld size

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
only shear stresses
None of these
both (a) and (b)

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