Theory of Structures
Maximum shear stress theory for the failure of a material at the elastic limit, is known

Haig's theory
Guest's or Trecas' theory
Rankine's theory
St. Venant's theory

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Theory of Structures
The horizontal thrust on the ends of a two hinged semicircular arch of radius ‘R’ carrying

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/?
All of these
A uniformly distributed load ? per unit run over its entire span is 4/3 ?R/?

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