Asked by moody
a vertical dock gate is 5m wide and is hinged at 1m from the base of the dock.
the dock has sea water with density of 1025 kg /m^3 to a depth of 7.5 on one side and
fresh water to depth of 3m on the other side
a) find the resultant horizontal force
b) Determine the overtunning moment that the gate hinge has to withstand
the dock has sea water with density of 1025 kg /m^3 to a depth of 7.5 on one side and
fresh water to depth of 3m on the other side
a) find the resultant horizontal force
b) Determine the overtunning moment that the gate hinge has to withstand
Answers
Answered by
Damon
I assume you want force on gate, not on the wall to the bottom
force salt = 8*1025 g integral z dz from 0 to 6.5 (z is down from surface)
= 8*1025*9.81 (6.5)^2/2 =1.7 *10^6 Newtons on gate from salt water
force fresh on gate =8*1000g int zdz from 0 to 2
=8000*9.81* 2^2/2 = 157*10^3 =.157*10^6
net force = (1.7-.157)10^6 = 1.54*10^3
moment from salt = 1.7*10^6 (1/3)(6.5)
(centroid of triangle 1/3 of distance from base)
= 3.68*10^6 Nm
for fresh .157*10 ^6 *(1/3)(2)
= .105*10^6 Nm
net moment = (3.68-.105)10^6 =3.57*10^6Nm
force salt = 8*1025 g integral z dz from 0 to 6.5 (z is down from surface)
= 8*1025*9.81 (6.5)^2/2 =1.7 *10^6 Newtons on gate from salt water
force fresh on gate =8*1000g int zdz from 0 to 2
=8000*9.81* 2^2/2 = 157*10^3 =.157*10^6
net force = (1.7-.157)10^6 = 1.54*10^3
moment from salt = 1.7*10^6 (1/3)(6.5)
(centroid of triangle 1/3 of distance from base)
= 3.68*10^6 Nm
for fresh .157*10 ^6 *(1/3)(2)
= .105*10^6 Nm
net moment = (3.68-.105)10^6 =3.57*10^6Nm
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