In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is L/5 L/3 L/4 L/2 TRUE ANSWER : ? YOUR ANSWER : ?
For a strongest rectangular beam cut from a circular log, the ratio of the width and depth, is 0.505 0.404 0.303 0.707 TRUE ANSWER : ? YOUR ANSWER : ?
The greatest load which a spring can carry without getting permanently distorted, is called Stiffness Proof load Proof resilience Proof stress TRUE ANSWER : ? YOUR ANSWER : ?
For determining the support reactions at A and B of a three hinged arch, points B and Care joined and produced to intersect the load line at D and a line parallel to the load line through A at D’. Distances AD, DD’ and AD’ when measured were 4 cm, 3 cm and 5 cm respectively. The angle between the reactions at A and B is 30° 60° 45° 90° TRUE ANSWER : ? YOUR ANSWER : ?
For beams breadth is constant, Depth d Depth d 3 Depth d M Depth d 1/M TRUE ANSWER : ? YOUR ANSWER : ?
Slenderness ratio of a long column, is Length of column divided by least radius of gyration Radius of gyration divided by area of cross-section Area of cross-section divided by radius of gyration Area of cross-section divided by least radius of gyration TRUE ANSWER : ? YOUR ANSWER : ?
Maximum principal stress theory for the failure of a material at elastic point, is known St. Venant's theory Rankine's theory Von Mises' theory Guest's or Trecas' theory TRUE ANSWER : ? YOUR ANSWER : ?
Pick up the correct statement from the following: In a loaded beam, the moment at which the first yield occurs is called yield moment All of these In a fully plastic stage of the beam, the neutral axis divides the section in two sections of equal area In a loaded beam, the moment at which the entire section of the beam becomes fully plastic, is called plastic moment TRUE ANSWER : ? YOUR ANSWER : ?
A cantilever of length 2 cm and depth 10 cm tapers in plan from a width 24 cm to zero at its free end. If the modulus of elasticity of the material is 0.2 × 106 N/mm², the deflection of the free end, is 3 mm 5 mm 4 mm 2 mm TRUE ANSWER : ? YOUR ANSWER : ?
A cantilever of length ‘L’ is subjected to a bending moment ‘M’ at its free end. If EI is the flexural rigidity of the section, the deflection of the free end, is ML²/2EI ML/EI ML²/3EI ML/2EI TRUE ANSWER : ? YOUR ANSWER : ?