Civil Engineering - Steel Structure Design
Exercise : Steel Structure Design - Section 5
- 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
1.
In a grillage footing, the maximum shear force occurs at the
2.
If d is the diameter of column, D is the side of square base, W is total axial load and p is the allowable bending stress, the thickness (t) of the base plate, is
3.
Modified moment of inertia of sections with a single web, is equal to moment of inertia of the section about Y-Y axis at the point of maximum bending moment and is multiplied by the ratio of
4.
Rivets subjected to shear and an externally applied tensile force, should be so proportioned that
5.
According to IS: 800-1962, the coefficient of expansion of steel per degree centigrade per unit length, is taken as
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