A three hinged semi-circular arch of radius
R
carries a uniformly distributed load of intensity
(w)/(u)nit
length over its entire horizontal span. Determine the reactions at supports and maximum bending moment in the arch. [Ans:
V_(A)=V_(B)=wR,M_(max )=-w(R^(2))/(8)
]

Question

A three hinged semi-circular arch of radius

R

carries a uniformly distributed load of intensity

(w)/(u)nit

length over its entire horizontal span. Determine the reactions at supports and maximum bending moment in the arch. [Ans:

V_(A)=V_(B)=wR,M_(max )=-w(R^(2))/(8)

]

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