Maximum Bending Moment in Two-Hinged Parabolic Arch under UDL | GATE Civil Engineering Question

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Civil Engineering > GATE 2017 SET-1 > Structural Analysis

The figure shows a two-hinged parabolic arch of span L subjected to a uniformly distributed load of intensity q per unit length.

The maximum bending moment in the arch is equal to

A

(qL²)/8

B

(qL²)/12

C

zero

D

(qL²)/10

Correct : c

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Related Topics

parabolic arch two hinged parabolic arch GATE Civil Engineering 2017 bending moment in arch uniformly distributed load civil engineering gate arch structure GATE 2017 Set-1

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