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Design of Steel Structure

Design of Steel Structure
The external wind pressure acting on a roof depends on

slope of roof
both (a) and (b)
degree of permeability of roof
None of these

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Design of Steel Structure
The live load for a sloping roof with slope 15°, where access is not provided to roof, is taken as

0.65 kN/m2
1.50 kN/m2
1.35 kN/m2
0.75 kN/m2

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Design of Steel Structure
Economical depth of a plate girder corresponds to

maximum weight
minimum weight
minimum depth
minimum thickness of web

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Design of Steel Structure
The effective length of a fillet weld should not be less than

Six times the weld size
Two times the weld size
Four times the weld size
Weld size

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

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

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Design of Steel Structure
The minimum thickness of plates in a steel stack should be

6 mm
8 mm
7 mm
9 mm

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