46. In lap joints with welding, lap should not be less than
47. In roof trusses bracings should be provided at bottom chord level in the
48. In roof trusses bracings should be provided at top chord level in the
49. In showing welded connection the length of the weld shown should be
50. In the design of a connection of tension member to a gusset plate, the principle to be followed is
51. In the design of gantry girders impact factor for vertical loads for electrically operated cranes is taken as
52. In the design of hands operated gantry girders, the impact factor for vertical loads to be considered is
53. Irrespective of grade, the following properties of steel are same
54. IS 800–2007 recommends use of................connections as far as possible.
55. IS 800–2007, divides sections into...............number of buckling classes.
56. It is recommended that columns should preferably spliced at
57. Lacing and battening of columns is to increase..............of column.
58. Lacing shall be designed to resist transverse shear Vt equal to
59. Limit state of strength includes
60. Load carrying capacity of compression member depends upon
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