Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 1
- 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.
The area Ap of cover plates in one flange of a built up beam, is given by
32.
The average shear stress for rolled steel beam section, is
33.
For a rectangular section, the ratio of the maximum and average shear stresses, is
34.
To keep the intensity of bearing pressure between the column base and concrete compressive and to vary from zero to
, the ratio of the moment M to the axial load P should be

35.
The cross-section of a standard fillet is a triangle whose base angles are
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