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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

350
180
150
250

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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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Design of Steel Structure
The slenderness ratio of a column supported throughout its length by a masonry wall is

infinity
100
zero
10

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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)

250 t
50 t
85 t
200 t

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Design of Steel Structure
The moment-curvature relation at a plastic hinge is

parabolic
constant moment for all curvatures
constant curvature for all moments
linear

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Design of Steel Structure
The shape factor of an isosceles triangle for bending about the axis parallel to the base is:

1.0
2.34
2.01
2.33

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