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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a compression member carrying both dead and superimposed load is

200
150
190
180

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

paV”2
p a (1/V)
paV2
pa V

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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

163 mm
160 mm
162 mm
161 mm

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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

1.5 L
1.3 L
1.8 L
1.1 L

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Design of Steel Structure
The statical method of plastic analysis satisfies

equilibrium and mechanism conditions
mechanism and plastic moment conditions
equilibrium condition only
equilibrium and plastic moment conditions

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
9 mm
8 mm
7 mm

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