The figure shown a two-hinged parabolic arch of span L subjected to uniformly distributed load of intensity q per unit length The maximum bending moment in the arch is equal to

The figure shown a two-hinged parabolic arch of span L subjected to uniformly distributed load of intensity q per unit length The maximum bending moment in the arch is equal to Correct Answer Zero

Concept:

If two-hinged parabolic is subjected to uniformly distributed load of intensity q per unit length.

The bending moment at anywhere in the arch is zero. So, the maximum bending moment in the arch is equal to zero.

Related Questions

If a three hinged parabolic arch, (span l, rise h) is carrying a uniformly distributed load w/unit length over the entire span,
If a three hinged parabolic arch, (span $$l$$, rise h) is carrying a uniformly distributed load w/unit length over the entire span,
If W is total load per unit area on a panel, D is the diameter of the column head, L is the span in two directions, then the sum of the maximum positive bending moment and average of the negative bending moment for the design of the span of a square flat slab, should not be less than
The horizontal deflection of a parabolic curved beam of span 10 m and rise 3 m when loaded with a uniformly distributed load $$l$$ t per horizontal length, is (where $${I_{\text{c}}}$$ is the M.I. at the crown, which varies as the slope of the arch).