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(c) Neither outermost nor central fiber (d) None Answer: a 32. Shear stress is maximum at the (a) Outermost fiber (b) Central fiber (c) Neither outermost nor central fiber (d) None Answer: b 33. Shear stress in a I-section beam is maximum art the (a) Outermost fiber (b) At the junction of web and flange (c) Central fiber (d) None Answer: b 34. For a beam of triangular cross section, the ratio τmax/ τav is (a) 3/2 (b) 4/2 (c) 5/2 (d) None Answer: a 35. Shear stress causes (a) Deformation (b) Distortion (c) Deformation as well as distortion (d) None Answer: b 36. Variation of bending stresses in a beam have (a) Parabolic variation (b) Linear variation (c) Cubical variation (d) None Answer: b 37. Bending stress will be least at the extreme fibres for (a) Maximum area of cross section (b) Maximum moment of inertia (c) Maximum section modulus (d) None Answer: c 38. Moment of resistance of a beam should be (a) Greater than the bending moment (b) Less than the bending moment (c) Two times the bending moment (d) None Answer: a 39. Variation of bending strain in a beam has (a) Parabolic variation (b) Linear variation (c) Cubical variation (d) None Answer: b 40. Tensile and compressive stresses in a beam of symmetrical section are (a) σt = σc (b) σt > σc (c) σt