Gate AB in Fig.P2.65 is semicircular, hinged at B, and held by a horizontal force P...
Gate AB in the given image is semicircular, hinged at B, and held by a horizontal force P at A. For a = 1.8 m, and force P = 40000 N required for equilibrium, calculate the radius of the gate b in meters. Water Gate: Side view - - - - -
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the location of the hydrostaic foroe acting from the center of the gate c. Compute the horizontal force P required at point B for an equilbrium neglect the weight of the gate (082) 3m9 60
다 TEST 1. Isosceles triangular gate AB is hinged at A a Compute the hydrostatic force acting on the gate b. Compute the...
A rectangular gate having a width of 4 ft is located in the sloping side of a tank as shown in the figure below. The gate is hinged along its top edge and is held in position by the force P. Friction at the hinge and the weight of the gate can be neglected. Determine the required value of P. Water 29 ft Hinge Gate 60° lb
A rectangular gate having a width of 4 ft is located in the...
The rigid gate, OAB, in Figure is
hinged at O and rests against a
rigid support at B. What is the
minimum horizontal force, P, is
required to hold the gate closed
if its width is 4 m? Neglect the
weight of the gate and friction in
the hinge The back of the gate is
exposed to the atmosphere.
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2 (10 marks) Note: for the centroid and moment of inertial of the semicircle, refer to Appendix L in your text book 5 m Water Gate: Side view 3 m B Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate Yo9790 N/m2...
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790 N/m3 Note: for the centroid and moment of inertial of the semicircle refer to Appendix L in your text book 5 m Water Gate: 3 m Side view Figure 2
Q2) Gate AB in the Figure 2 is semicircular. Find the total hydrostatic force and its line of action on the gate. (10 marks) Y-9790...
Gate AB is 15ft long and 7.5ft wide (into the paper). It is hinged at B and has a stop at A, and has a SG-7.58 What is the water lever for which the gate will start to fall? OPulley 10,000 lb Water 15 ft 60°
The rectangle gate AB in Figure 1 is 1.5 m wide, is hinged at point B, and rest against a smooth wall at point A. Compute: (a) the pressure due to seawater at point A, (3 Marks) (b) the force on the gate due to seawater pressure, (5 Marks) C) the horizontal force P exerted by the wall at point A, and (7 Marks) (d) the reaction at the hinge B (5 Marks) Wall Seawater: 10,000 N/m 4.5 m А...
The rigid gate, OAB, of Fig. P11.23 is hinged at O and rests against a rigid support at B. What minimum horizontal force, P, is required to hold the gate closed if its width is 3 m? Neglect the weight of the gate and friction in the hinge. The back of the gate is exposed to the atmosphere.
Calculate the magnitude of the force applied at B needed to keep
the gate AB shut. The gate is hinged at A, and is 2.0 m into the
page. Submit the answer in Newtons.
Open to atmosphere AP04 Air 06m o 9 m Water 1.8 m