Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 2
- 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
31.
A long plate girder is subjected to a maximum bending moment M in which permitted allowable bending stress is fb. The economical depth de and the thickness of the web tw, is given by
32.
The beams supporting the steps of a stair are generally known as
33.
In a grillage column footing maximum bending moment M occurs at the centre of grillage beams. Its value is (where P, L and a are axial load, length of the beam and length of the column base respectively).
34.
For a steel grillage footing to support two unequal column loads
35.
In case of cantilever fillers, the ratio of the span L to depth d, should not exceed
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