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Design of Steel Structure

Design of Steel Structure
Intermediate vertical stiffeners in a plate girder need be provided if the depth of web exceeds (where t is thickness of web)

200 t
250 t
85 t
50 t

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Design of Steel Structure
Horizontal stiffener in a plate girder is provided to safeguard against

All of these
yielding
compression buckling of web plate
shear buckling of web plate

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Design of Steel Structure
The statical method of plastic analysis satisfies

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

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Design of Steel Structure
The basic wind speed is specified at a height ‘h’ above mean ground level in an open terrain. The value of ’h’ is

40 m
10 m
20 m
30 m

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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)

162
164
163
161

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

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