The horizontal thrust on the ends of a two hinged semicircular arch of radius ‘R’ carrying All of these A distributed load varying from zero at the left end to ? per unit horizontal run at the right end, is ? ?R/? A uniformly distributed load ? per unit run over its right half span, is ? ?R/? A uniformly distributed load ? per unit run over its entire span is 4/3 ?R/? TRUE ANSWER : ? YOUR ANSWER : ?
The moment of inertia of a triangular section (height h, base b) about its base, is b³h/12 bh²/12 bh³/12 b²h/12 TRUE ANSWER : ? YOUR ANSWER : ?
Beams composed of more than one material, rigidly connected together so as to behave as one piece, are known as Composite beams Determinate beams Indeterminate beams Compound beams TRUE ANSWER : ? YOUR ANSWER : ?
Total strain energy theory for the failure of a material at elastic limit, is known Rankine’s theory St. Venant’s theory Haig’s theory Guest’s or Trecas’ theory TRUE ANSWER : ? YOUR ANSWER : ?
Principal planes are subjected to Normal stresses only Tangential stresses only None of these Normal stresses as well as tangential stresses TRUE ANSWER : ? YOUR ANSWER : ?
a uniform circular bar of diameter d and length , which extends by an The deflection of amount under a tensile pull , when it carries the same load at its mid-span, is e²l²/3d² ee²l/3d² el²/3d² el/2d TRUE ANSWER : ? YOUR ANSWER : ?
The maximum deflection of a simply supported beam of span L, carrying an isolated load at the centre of the span; flexural rigidity being EI, is WL3/24EL WL3/3EL WL3/8EL WL3/48EL TRUE ANSWER : ? YOUR ANSWER : ?
In plastic analysis, the shape factor for a circular section, is 1.7 1.5 1.3 1.2 TRUE ANSWER : ? YOUR ANSWER : ?
A lift of weight W is lifted by a rope with an acceleration f. If the area of cross-section of the rope is A, the stress in the rope is [W (1 + f/ G)]/ A (1 – g/f)/A [W (2 + f/G)]/A [W (2 + g/f)]/A TRUE ANSWER : ? YOUR ANSWER : ?
A simply supported beam carries varying load from zero at one end and w at the other end. If the length of the beam is a, the maximum bending moment will be wa²/27 w²a wa/27 wa² TRUE ANSWER : ? YOUR ANSWER : ?