51. The maximum permissible differential settlement, in case of foundations in clayey soil, is usually limited to
52. In case of foundations on sandy soil, maximum permissible differential settlement, is usually limited to
53. The type of ashlar masonry in which stones are finely chisel dressed and thickness of joints does not exceed 3 mm, is
54. The inclined support at the ends of treads and rises of a stair, is known as
55. The angular steps used for changing direction of the stairs, are called
56. The type of bond in which every course contains both headers and stretchers, is called
57. In horizontal D.P.C, thickness of cement concrete (1 : 2 : 4) is
58. The stone whose crushing strength is maximum, is
59. The columns of multi-storeyed buildings are designed to withstand the forces due to
60. The alignment of a cross joint along the plumb line is
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