x=0,y=1 A three-hinged symmetrical parabolic arch is shown in Figure Q2. The arch has a span of ( 100 mathrm{~m} ) and a rise of ( 25 mathrm{~m} ) from the supports. It carries a horizontal uniformly distributed load of ( 55 mathrm{kN} / mathrm{m} ), an incline concentrated load of ( 80+ mathrm{X} mathrm{kN} ) and a concentrated load o

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x=0,y=1 A three-hinged symmetrical parabolic arch is shown in Figure Q2. The arch has a span of  ( 100  mathrm{~m}  ) and a rise of  ( 25  mathrm{~m}  ) from the supports. It carries a horizontal uniformly distributed load of  ( 55  mathrm{kN} /  mathrm{m}  ), an incline concentrated load of  ( 80+ mathrm{X}  mathrm{kN}  ) and a concentrated load of at  ( 45+ mathrm{Y}  ) at  (  mathrm{D}  ) and  (  mathrm{E}  ) respectively. (a) Calculate the vertical and horizontal reaction at support  (  mathrm{A}  ) and  (  mathrm{B}  ) [5 Marks] (b) Determine shear, normal and moment forces at point  ( D  ) and  ( E  ) [20 Marks]

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