A hinged water storage is shown below. Its top side is denoted as C, the narrow side as B and the long side as A. Assume water density is 1000 kg/m3 and gravity is 9.81 m/s2 Side A is hinged at the bottom edge and secured using a clasp at its top edge centre position. Dimensions are: L = 0.8m, H = 0.6m & W = 0.4m When the tank is full of water:
a) Calculate the size and location of the water thrust force on side A
b) Draw a side on view looking along the red View arrow shown above. Show the position and direction of the Thrust Force (trying to open the door) and the Clasp Force (trying to keep the door shut). Show also the hinge (pivot). This diagram will be very useful when you let the clockwise moments equal the anti-clockwise moments in part c
c) Now that you have determined the thrust force and its location (distance from the pivot-hinge) use moments to calculate the opposing Clasp Force trying to keep the door shut.
Hey dear please provide the figure of the hinged water storage as mentioned in the question. Without figure the problem can't be solved. So I humbly request you to upload the question with figure so that you can be helped with the solution. Thank you for.
A hinged water storage is shown below. Its top side is denoted as C, the narrow...
A hinged water storage is shown below. Its top side is denoted as C, the narrow side as B and the long side as A Liew. Side C Clasp Side B Side A Hinges View Assume water density is 1000 kg/m3 and gravity is 9.81 m/s2 Side A is hinged at the bottom edge and secured using a clasp at its top edge centre position. Dimensions are: L = 0.8m, H = 0.6m & W=0.4m When the tank is full...
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...
A water gate is shown below. The gate is hinged at the top (point A) and held in place with a stop at the bottom. The weight W is designed to counteract the hydrostatic force acting on the gate. The gate is 4 m high and 2 m wide. The water depth d = 5m. Answer the questions below, using a water density of 1000 kg/m3, and g = 9.81 m/s2. Calculate the average hydrostatic pressure acting on the gate....
5000 kg A rectangular gate 5 m by 2 m is hinged at its based and inclined at 60° to the horizontal as shown in below figure. To keep the gate in a stable position, a counter weight of 5000 kgf is attached at the upper end of the gate as shown in the figure. (Note = Neglect the weight of the gate) Hence 1 kgf = 9.81 N a) Draw the free body diagram for the gate b) Draw...
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