The three-hinged spandrel arch is subjected to the loading shown. Determine the internal moment in the arch
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8 kN 8 kN 6 kN 6 kN 3 kN 4 kN 3 kN 2 m 2 m 2 m 4 kN 2 m2 m 2 m IB 5 'm 3'm -8 m- -5 m-
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