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Design of Steel Structure

Design of Steel Structure
The maximum slenderness ratio of a steel column, the design of which is governed by wind or seismic forces is

180
150
250
350

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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

160 mm
161 mm
162 mm
163 mm

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Design of Steel Structure
When the bolts are subjected to reversal of stresses, the most suitable type of bolt is

ordinary unfinished bolt
black bolt
turned and fitted bolt
high strength bolt

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

p a (1/V)
paV”2
paV2
pa V

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Design of Steel Structure
For the buildings having a low permeability, the internal wind pressure acting normal to the wall and roof surfaces is taken as (where p is basic wind pressure)

zero
±0.2p
± 0.5 p
±0.7p

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

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