27. The bending moment on a section is maximum where shear force is :
28. The bending moment diagram for a cantilever carrying uniformly distributed load will be :
29. The moment of inertia of a circular section, about its axis, is given by :
30. A plane which is not subjected to shear stress is known as :
31. The unit of torque in S1 units is :
32. In a cantilever beam tensile reinforcement is provided :
33. Euler’s formula is not valid for mild steel column when slenderness ratio is :
34. The stress at which a material fractures under large number of reversal of stresses is called :
35. In a closed coiled helical spring subjected to axial load, other quantities remaining the same, if the wire diameter is doubled, then the stiffness of the spring when compared to the original one, will become :
36. A soil having uniformity coefficient less than 4 is called :
37. The maximum size of clay particle is :
38. The ratio between the total volume of voids and the total volume of solids is called :
39. The most accurate method of determining the water content in a sample of soil is :
40. Wet sieve analysis of fine particles is done if nearly sieve openings of: all soil particles pass through square
41. The plasticity index is equal to :
42. If during a permeability test on a soil sample with a falling head permeameter equal time intervals are noted for drop of head from h1, to h2 and again from h2 to h3 then which one of the following relation would hold good?
43. The angle between the horizontal and the maximum slope that a soil assumes through natural process is called :
44. A saturated clay layer with single drainage face takes .1 years to attain 50% degree of consolidation. If the clay layer had double drainage, then the time taken to attain 50% degree of consolidation is:
45. A comparatively sudden reduction in volume of a soil mass under an applied load is called :
46. The law that states that laminar flow in a saturated soil, the velocity is directly proportional to the hydraulic gradient is called :
47. A grillage foundation is essentially a :
48. Maximum bearing capacity can be expected from :
49. The most common sampler used for obtaining a disturbed sample of soil is :
50. The ultimate bearing capacity of a surface strip footing on clay, according to Terzaghi’s theory is:(Where c = unit cohesion, gu = unconfined compressive strength, and B = width of footing)
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