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Design of Steel Structure

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

weaker
equally strong
Any of these
stronger

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Design of Steel Structure
Lacing bars in a steel column should be designed to resist

Both (A) and (B)
2.5% of the column load
Bending moment due to 2.5% of the column load
Shear force due to 2.5% of the column load

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Design of Steel Structure
The relation between intensity of wind pressure p and velocity of wind V is taken as

paV2
p a (1/V)
paV”2
pa V

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

sway bracing
portal bracing
top lateral bracing
bottom lateral bracing

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

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

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Design of Steel Structure
The effective length of a battened strut effectively held in position at both ends but not restrained in direction is taken as

1.1 L
1.8 L
1.3 L
1.5 L

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