controlled using a 5 m by 7 m rectangular gate. The gate is hinged at
point A as shown in the schematic, and a torsional spring with a spring
constant of 1.15 x 10³ kN-m/rad is used to keep the gate closed and prevent
water from leaving the reservoir. Under equilibrium conditions, the gate
makes an angle of = 10° with the vertical.
(a) Determine the height h of the water filling the reservoir. Assume
that the dimension I in the figure measures 5 m.
(b) Compute the net horizontal force acting on the hinge at point A. Is it
safe to fill the reservoir with the height of water computed in part (a)
if the maximum allowable horizontal load for the hinge is 8000 kN?
B=800
h
а= эм
0 (0°
S
16
مار
1-00 = 100
FR
Figure 2: Reservoir and gate equipped with a torsional spring.
1=5M
h = l + d
d = Sin as
d
S=
sin m
FR = (Ps (S+b) sin() ab
+
6²
12[5+&}
YP= ste
stb
AB= 800
S
EMA== NO +5n (YP-5) = 0
b-5M,
l=sm
B = 800, h = 1.15 x10³ UN-M/ cad
1
J
0 = 10⁰
B=80°
d
FR
8=100
Fig: 1