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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
150
250
180

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Design of Steel Structure
Shear buckling of web in a plate girder is prevented by using

bearing stiffener
None of these
horizontal stiffener at neutral axis
vertical intermediate stiffener

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Design of Steel Structure
The connection of intermediate vertical stiffeners to the web, not subjected to external loads, shall be designed for a minimum shear force (kN/m) of (where, t = the web thickness in mm h = the outstand of stiffener in mm)

175 t2/h
125 t2/h
75 t2/h
125 t2/h

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Design of Steel Structure
Study the following statements.i) Top lateral bracing prevents the sidesway buckling of the chord.ii) Sway bracing keeps the rectangular shape of the bridge cross-section.iii) Sway bracing transfers the load from top of end posts to bearings.The correct answer is

only (i)
all (i), (ii) and (iii)
both (i) and (ii)
both (i) and (iii)

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Design of Steel Structure
The allowable tensile stress in structural mild steel plates for steel tank is assumed as

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

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Design of Steel Structure
The effect of racking forces is considered in the design of i) lateral braces ii) chord members The correct answer is

None of these
only (ii)
only (i)
both (i) and (ii)

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