21. If p1 and p2 are effective lateral loadings at the bottom and top exerted by a level earth subjected to a super-load on the vertical face of height h of a retaining wall, the horizontal pressure p per unit length of the wall, is
22. To ensure uniform pressure distribution, the thickness of the foundation, is
23. The design of a retaining wall assumes that the retained earth
24. Steel beam theory is used for
25. Thickened part of a flat slab over its supporting column, is technically known as
26. Enlarged head of a supporting column of a flat slab is technically known as
27. The length of the straight portion of a bar beyond the end of the hook, should be at least
28. The maximum permissible size of aggregates to be used in casting the ribs of a slab, is
29. If longitudinally spanning stairs are casted along with their landings, the maximum bending moment per metre width, is taken as
30. A column is regarded as long column if the ratio of its effective length and lateral dimension, exceeds
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