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Design of Steel Structure

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
In moment resistant connections, the moment resistance of riveted connection depends upon

Compression in rivets
Strength of rivets in bearing
Shear in rivets
Tension in rivets

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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
The external wind pressure acting on a roof depends on

None of these
both (a) and (b)
degree of permeability of roof
slope of roof

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Design of Steel Structure
Generally the purlins are placed at the panel points so as to avoid

Shear force in rafter
Axial force in rafter
Bending moment in rafter
Deflection of rafter

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Design of Steel Structure
The bracing provided in the plane of end posts is called

portal bracing
bottom lateral bracing
top lateral bracing
sway bracing

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