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Design of Steel Structure

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
30 m
20 m
10 m

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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)

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

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Design of Steel Structure
Which of the following sections should preferably be used at places where torsion occurs?

Angle section
Box type section
Any of these
Channel section

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Design of Steel Structure
The web crippling due to excessive bearing stress can be avoided by

providing suitable stiffeners
None of these
increasing the web thickness
increasing the length of the bearing plates

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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
150.0 MPa on gross area
95.0 MPa on net area

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Design of Steel Structure
The minimum thickness of a steel plate, which is directly exposed to weather and is not accessible for cleaning and repainting, should be:

6 mm
4.5 mm
8 mm
10 mm

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