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Design of Steel Structure

Design of Steel Structure
The range of economical spacing of trusses varies from

L/3 to L/2
L/4to2L/5
2L/5 to 3L/5 where L is span
L/3 to L/5

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Design of Steel Structure
Battening is preferable when the
i) column carries axial load only
ii) space between the two main components is not very large
iii) column is eccentrically loaded
The correct answer is

only (iii)
(ii) and (iii)
only (i)
(i) and (ii)

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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)

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

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Design of Steel Structure
When the axis of load lies in the plane of rivet group, then the rivets are subjected to

only tensile stresses
both (a) and (b)
only shear stresses
None of these

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Design of Steel Structure
Which of the following types of riveted joint is free from bending stresses ?

None of these
lap joint
butt joint with single cover plate
butt joint with double cover plates

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Design of Steel Structure
Other conditions being same, the load factor in indeterminate structures is

Equal to load factor in determinate structures
Less than the load factor in determinate structures
More than the load factor in determinate structures
Unpredictable

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