Theory of Structures
In case of principal axes of a section

Product of moment of inertia is zero
Sum of moment of inertia is zero
Difference of moment inertia is zero
None of these

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

A uniformly distributed load ? per unit run over its entire span is 4/3 ?R/?
A uniformly distributed load ? per unit run over its right half span, is ? ?R/?
A distributed load varying from zero at the left end to ? per unit horizontal run at the right end, is ? ?R/?
All of these

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