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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

150
180
200
190

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

pa V
p a (1/V)
paV2
paV”2

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

None of these
both (a) and (b)
only shear stresses
only tensile stresses

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Design of Steel Structure
The internal pressure coefficient on walls for buildings with large permeability is taken as

±0.5
0
± 0.2
± 0.7

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Design of Steel Structure
For a standard 45° fillet, the ratio of size of fillet to throat thickness is

1 : V2
2: 1
1:1
V2 : 1

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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