The structure is worked up by El-Centro earthquake with zeta=five%. it's far required to investigate this wall below situations;( A) If the wall does not bring any concentrated loads. (B) The wall contains each concentrated hundreds M_{1} and M_{2} as shown within the equal figure.For each cases (A) and (B), determine:(1) The most pinnacle displacement, base second, and base shear. (2) The maximum displacement, moment, and shear at midheight
The cantilever wall proven in under determine has the following properties:
uniform mass,m=zero.seventy seven kN.s ^ 2 / (m ^ 2)
uniform inertia,EI=0.4 * 10 ^ 6 * kN.m^ 2
In addition, the wall is sporting concentrated hundreds on the pinnacle and at midheight as shown within the same parent. The deflected shape of this structure is given as
w(x) = 1 - cos(pi*x / 2 * H)
The structure is worked up by El-Centro earthquake with zeta=five%. it's far required to investigate this wall below situations;(
A) If the wall does not bring any concentrated loads. (B) The wall contains each concentrated hundreds M_{1} and M_{2} as shown within the equal figure.For each cases (A) and (B), determine:(1) The most pinnacle displacement, base second, and base shear. (2) The maximum displacement, moment, and shear at midheight.
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