Determine the total force in kN on a circular plate of diameter 1.5 m which is placed vertically in water in such a way that center of the plate is 2 m below the free surface of the water. Include the diagram in your solution. a.103.0 b.59.34 c.44.14 d.35.67

Determine the total force in kN on a circular plate of diameter 1.5 m which is placed vertically in water in such a way that center of the plate is 2 m below the free surface of the water. Include the diagram in your solution. a.103.0 b.59.34 c.44.14 d.35.67

Name: Determine the total force in kN on a circular plate of diameter 1.5 m
Uploaded: 2024-03-20T06:56:55.000Z
Channel: Bartleby
Description: Determine the total force in kN on a circular plate of diameter 1.5 m which is placed vertically in water in such a way that center of the plate is 2 m below the free surface of the water. Include the diagram in your solution. a.103.0b.59.34c.44.14d.

International Edition---engineering Mechanics: Statics, 4th Edition

4th Edition

ISBN:9781305501607

Author:Andrew Pytel And Jaan Kiusalaas

Publisher:Andrew Pytel And Jaan Kiusalaas

Chapter8: Centroids And Distributed Loads

Section: Chapter Questions

Problem 8.122P: The 12-ft wide quarter-circular gate AB is hinged at A. Determine the contact force between the gate...

See similar textbooks

Similar questions

The cylindrical water tank with R = 10 ft and H = 1.6 ft has thin steel walls of uniform thickness and weighs 18000 lb when empty. Determine the depth of the water h for which the center of gravity G of the tank plus water will be located at the surface of the water. For water, use =62.4lb/ft3.
A concrete seawater dam is shown in cross section. Is the dam safe against tipping about edge A? The mass densities are 24000kg/m3 for concrete and 1030kg/m3 for seawater.
The 5 m high and 6 m wide rectangular cover is hinged from point A on its upper edge and is prevented from opening with a fixed wedge at point B. Determine the hydrostatic force and center of pressure exerted on the cover by the 8 m high water. (ρ(water)=1000 kg/m^3 , g= 9.81 m/s^2)
Determine the total force in kN on a circular plate of diameter 1.5 m whcih is placed vertically in water in such a way that center of plate is 2 m below the free surface of water.
A 6-m-high, 5-m-wide rectangular plate blocks the end of a 5-m-deep freshwater channel, as shown . The plate is hinged about a horizontal axis along its upper edge through a point A and is restrained from opening by a fixed ridge at point B. Determine the force exerted on the plate by the ridge
The rectangular panel, which is 4 m wide, 3 m high block the end of a 3 m deep water channel. The is suspended around a horizontal axis along its upper edge through point B and is prevented from opening by a fixed edge at point C. Determine the force which is exterted on the panel by the ridge as shown in fig.(2).
A horizontal cylinder of internal diameter 100 mm is filled with water and rotated about its axis with an angular velocity of 3000 rpm. Calculate the pressure at the ends of the horizontal and vertical diameter. (Answer: *ends of horizontal diameter = 124.1 kN/m2, *vertical diameter; top end = 123.6 kN/m2, bottom end = 124.6 kN/m2)
A triangular wooden body (S=0.80) is placed in water in theposition indicated in the figure. If the width of the body is 7.0 m,determine if the same for this position is stable or not indicating themetacentric height (YM).
A long solid cylinder of radius 0.8 m hinged at point A is used as an automatic gate, When the water level reaches 5 m, the gate opens by turning about the hinge at point A. Determine (a) the hydrostatic force acting on the cylinder and its line of action when the gate opens and (b) the weight of the cylinder per m length of the cylinder.
The uniform control gate AB shown is pinned at A and rests on the smooth surface at B. The gate has a width of 1m. If the gate has a mass of 3.9 Mg, determne the maximum depth of water h in the reservoir that will cause the gate to be on the verge of opening.
The thin triangular plate is fixed to the surface below
If the plate is replaced with a vertical triangular plate (base = 5ft and height = 12ft) where its base is submerged by 12ft below the water surface, determine the location of the hydrostatic force and center of pressure. Answer is 23,920 lbf and 15.6957ft