The 5 m long composite gate (Figure 1(a)) has a 4 m high vertical plane surface hinged at point A. At point B, the gate has a hemispherical surface that has a diameter of 6 m. Water is levelled with the top of the vertical portion of the gate, as shown. Compute for the total horizontal and vertical hydrostatic forces experienced by the composite gate. Determine the location of the line of action of all forces in reference to point A. What should be the horizontal force that is acting to the right at point C to keep the gate from opening due to hydrostatic?

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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The 5 m long composite gate (Figure 1(a)) has a 4 m high vertical plane surface hinged at point
A. At point B, the gate has a hemispherical surface that has a diameter of 6 m. Water is levelled
with the top of the vertical portion of the gate, as shown. Compute for the total horizontal and
vertical hydrostatic forces experienced by the composite gate. Determine the location of the line
of action of all forces in reference to point A. What should be the horizontal force that is acting
to the right at point C to keep the gate from opening due to hydrostatic?
N
A
5 т
h
P
(a)
(b)
(c)
Figure 1. Plane and Curved Surfaces Subjected to Hydrostatic Forces
|
B.
Transcribed Image Text:The 5 m long composite gate (Figure 1(a)) has a 4 m high vertical plane surface hinged at point A. At point B, the gate has a hemispherical surface that has a diameter of 6 m. Water is levelled with the top of the vertical portion of the gate, as shown. Compute for the total horizontal and vertical hydrostatic forces experienced by the composite gate. Determine the location of the line of action of all forces in reference to point A. What should be the horizontal force that is acting to the right at point C to keep the gate from opening due to hydrostatic? N A 5 т h P (a) (b) (c) Figure 1. Plane and Curved Surfaces Subjected to Hydrostatic Forces | B.
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