101. When a rectangular beam is loaded longitudinally, shear develops on
102. The tension coefficient of any member is
103. A steel rod of 2 cm diameter and 5 metres long is subjected to an axial pull of 3000 kg. If E = 2.1 x 106, the elongation of the rod will be
104. If January Ist 1985 was a Tuesday, December 31, 1981 was:?
105. If the width b and depth d of a beam simply supported with a central load are interchanged, the deflection at the centre of the beam will be changed in the ratio of
106. In the given below figure, the rivets with maximum stress, are :
107. The maximum stress intensity due to a suddenly applied load is x-times the stress intensity produced by the load of the same magnitude applied gradually. The value of x is
108. For the beam shown in below figure, the maximum positive bending moment is nearly equal to negative bending moment when L1 is equal to
109. Strain energy of a member may be equated to
110. If the stress in each cross-section of a pillar is equal to its working stress, it is called
111. A composite member shown in below figure was formed at 25°C and was made of two materials a and b. If the coefficient of thermal expansion of a is more than that of b and the composite member is heated upto 45°C, then
112. The stress at which extension of a material takes place more quickly as compared to the increase in load, is called
113. In a square beam loaded longitudinally, shear develops
114. The appropriate meaning of ‘spill the beans’ is.?
115. The point of contraflexture occurs in
116. An open-ended cylinder of radius r and thickness t is subjected to internal pressure p. The Young's modulus for the material is E and Poisson's ratio is μ. The longitudinal strain is
117. The force in BD of the truss shown in below figure is :
118. The bending moment at E for the structure shown in below figure, is
119. A member which is subjected to reversible tensile or compressive stress may fail at a stress lower than the ultimate stress of the material. This property of metal, is called
120. .........—- the rise of prices, the market place is crowded.?
121. Euler's formula states that the buckling load P for a column of length l, both ends hinged and whose least moment of inertia and modulus of elasticity of the material of the column are I and E respectively, is given by the relation
122. The minister arrived ......... time.?
123. The stress in the wall of a cylinder in a direction normal to its longitudinal axis, due to a force acting along the circumference, is known as
124. In a simply supported beam (l + 2a) with equal overhangs (a) and carrying a uniformly distributed load over its entire length, B.M. at the middle point of the beam will be zero if
125. At either end of a plane frame, maximum number of possible bending moments, are