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The maximum Bending Moment due to an isolated load in a three-hingedĀ parabolic arch (span l, rise h) having one of its hinges at the crown, occurs onĀ either side of the crown at a distance
$$\frac{I}{4}$$
$$\frac{h}{4}$$
$$\frac{I}{(2\sqrt{3})}$$
$$\frac{I}{(3\sqrt{2})}$$
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