Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 3
- Steel Structure Design - Section 1
- Steel Structure Design - Section 2
- Steel Structure Design - Section 3
- Steel Structure Design - Section 4
- Steel Structure Design - Section 5
6.
If W and L are the total superimposed load and the span of a plate girder in metres, the approximate self weight (W) of the girder, is taken as
7.
If d is the clear depth of a plate girder, t is the minimum required thickness of the web, C is the maximum clear distance between vertical stiffeners, the moment of inertia of a pair of stiffeners about the centre line of the web, is
8.
The ratio of the span L of the filler joists to the depth d from the under side of the joist to the top of the structural concrete, should not exceed
9.
The maximum tensile and compressive bending stress in extreme fibres of rolled I-sections and channels on the effective section, is
10.
Perforated cover plates are particularly suitable for built up sections consisting of
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