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Design of Steel Structure

Design of Steel Structure
Lug angles

increases shear lag.
are used to reduce the length of connection.
All listed here
are unequal angles.

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Design of Steel Structure
As per IS : 800, for compression flange, the outstand of flange plates should not exceed (where t = thickness of thinnest flange plate)

163
161
164
162

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Design of Steel Structure
As compared to field rivets, the shop rivets are

stronger
Any of these
weaker
equally strong

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

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

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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

zero
infinity
10
100

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

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