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Question

A symmetrical parabolic arch of span L and rise 'h' is hinged at both the supports. The arch carries a uniformly distributed load of w/unit length along the entire span.
Which one of the following is correctly matched?

A
Horizontal thrust: wL28h
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B
Vertical reaction at supports: wL
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C
Bending moment at crown: wL28h
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D
radial shear at springing:(wL2wL28h)
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Solution

The correct option is A Horizontal thrust: wL28h

Equation of parabolic arch

y=4hl2(lxx2)

H=MydxEIy2dxEI

Mx=(wl2xwx22)

H=l0w2(lxx2)4hl2(lxx2)dxl0[4hl2(lxx2)]2dx

=w2(4hl2)l0(lxx2)2dx(4hl2)2l0(lxx2)2dx

H=wl28h

Moment will be zero in the parabolic arch.
Since loading is symmetric both vertical reactions are equal so VA=VB=wl2

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