5. c) (i) € RAM P(x, y) D 6 m fom 24 m 12kN/m Rax 10 m RAV Pav Figure 5b 122 The arch shown in Figure 5b is described by
Posted: Wed May 04, 2022 8:41 am
5. c) (i) € RAM P(x, y) D 6 m fom 24 m 12kN/m Rax 10 m RAV Pav Figure 5b 122 The arch shown in Figure 5b is described by the equation y = x²and supports a uniformly distributed load of 12kN/m. Calculate the value of shear, compression and bending moment at a quarter point (Point D) along the arch. Note that the slope of the arch to the horizontal at Point D is 39.8º. Comment on the change in the magnitude of the maximum bending moment if a simply supported beam were used to support the uniformly distributed load over the 24m span. 9