21. On an absolutely rigid foundation base, the pressure will
22. In a cantilever retaining wall without a heel slab
23. For a number of columns constructed in a rcjw, the type of foundation provided, is
24. With usual notations the depth of the neutral axis of a balanced section, is given by
25. If the ratio of the span to the overall depth does not exceed 10, the stiffness of the beam will ordinarily be satisfactory in case of a
26. A very comfortable type of stairs is
27. If diameter of a reinforcement bar is d, the anchorage value of the hook is
28. If the length of a wall on either side of a lintel opening is at least half of its effective span L, the load W carried by the lintel is equivalent to the weight of brickwork contained in an equilateral triangle, producing a maximum bending moment
29. A foundation rests on
30. The effective span of a simply supported slab, is
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