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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

16 mm
24 mm
27 mm
20 mm

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

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

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Design of Steel Structure
Battening is preferable when thei) column carries axial load onlyii) space between the two main components is not very largeiii) column is eccentrically loaded The correct answer is

only (iii)
(ii) and (iii)
(i) and (ii)
only (i)

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Design of Steel Structure
The use of tie plates in laced columns is

permitted at start and end of lacing system only
not prohibited
permitted between two parts of the lacing
prohibited

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Design of Steel Structure
Load factor is

always equal to factor of safety
always less than factor of safety
sometimes greater than factor of safety
always greater than factor of safety

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Design of Steel Structure
According to IS Specifications, the maximum pitch of rivets in compression is (where t is thickness of thinnest outside plate or angle)

lesser of 200 mm and 161
lesser of 3 00 mm and 24 t
lesser of 300 mm and 32 t
lesser of 200 mm and 12 t

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