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Civil Engineering Objective Questions { Structural Design Specifications }

50. A solid slab spanning in two directions at right angles and carrying a uniformly distributed load, is supported on beams. If the length of two such beams A and B perpendicular to each other are x and y (x< y), the load shared by the beam A, is
A. ?2 xy
B. ?3 xy
C. ?1 x2
D. -1 y2.
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51. A column of rectangular section is considered short, if both the slenderness ratios are less than
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52. 12The reduced level of third floor of a building near a column is 205.350 m. The reduced levels of the undersides of four beams supporting the fourth floor framing into the column mutually perpendicular are 208.350 m, 208.450 m, 208.500 m and 208.550 m. The supported length of the column is
A. 3.000 m
B. 3.100 m
C. 3.150 m
D. 3.200 m.
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53. If the dimensions of a rectangular section of a short column are 15 cm x 20 cm, its unsuiported length should be restricted to
A. 9.0 m
B. 10 .0 m
C. 11.0 m
D. 12.0 m.
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54. Columns are designed for a minimum eccentricity equal to io (unsupported length of the column), subject to a minimum of
A. 5 mm
B. 10 mm
C. 15 mm
D. 20 mm.
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55. The reinforcing bars in beams are not bundled in contact if the diameter of the bars, exceeds
A. 12 mm
B. 20 mm
C. 35 mm
D. 36 mm.
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56. The development length of each bar of three bars bundled together is increased by
D. 50%.
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