Problem 2 Determine the resultant force and its location on the dam face (center of pressure) that are equivalent to the water pressure acting on %-circle surface AB. 10 ft width 6 ft Problem 2...
Determine the resultant hydrostatic force the water exerts on a 1 ft width of the sloping upstream face of the gray dam. (Enter the magnitude in kips and direction in degrees below the horizontal.) 16 ft Dam 31 ft 39 ft magnitude 37.33 kips direction 36.6 below the horizontal Determine the location d in feet at which it acts along the back face of the dam 20.7 ft Determine the resultant hydrostatic force the water exerts on a 1 ft...
In the crest gate in a dam shown, surface AB forms the arc of a circle of 3 m radius subtending 5 at the hinge. The gate is 3 m long with water surface at B. Compute the amount and location of the horizontal and vertical components of the total hydrostatic force on AB. Determine also the amount and direction of their resultant. 2. 2 m 3 In the crest gate in a dam shown, surface AB forms the arc...
4304 Given: A dam has the Find: The magnitude of shown. T e cross section shown. The density of water, p. resultant the resultant water force (per meter of width) acting on the dam. 30 m 20 m 4304 Given: A dam has the Find: The magnitude of shown. T e cross section shown. The density of water, p. resultant the resultant water force (per meter of width) acting on the dam. 30 m 20 m
Q1.) (3) point The tank is filled with water. 1- Determine the resultant force acting on the triangular plate A and the location of the center of pressure, measured from the top of the tank. 2- Determine the resultant force acting on the semicircular plate B and the location of the center of pressure, measured from the top of the tank. 3- Determine the resultant force acting on the trapezoidal plate C and the location of the center of pressure,...
Problem 2 A concrete dam has a curved surface and restrain water (p=1000kg/m3) at a depth H=2 m. The trace of the surface is a parabola described by the equation: z= 0.2x2 . dam 1- Determine the gage pressure distribution in the water 2- Determine the magnitude of the pressure force F acting on the curved dam surface per unit width (dimension normal to the page) of the gate. [Solution: F=45,780 N] 3-Determine the angle of that force relative to...
The tank is filled with water. Determine the resultant force acting on the trapezoidal plate C and the location of the center of pressure, measured from the top of the tank. 15
#3 Find the resultant force F acting on the curved surface and the location LP where it acts. The width of the tank is 5 meters. The liquid is ethyl alcohol with sg-0.787 10 meters 12 meters 45 Curved surface- radius 2 meters
Problem 3: Replace the force and couple moment system acting on the cantilever beam by a resultant force and specify its location along AB measured from point A.
a) The horizontal force(s) (direction and magnitude) acting on the gate per unit width and draw the pressure distribution diagram(s) [6 marks] b) The vertical force(s) acting on the gate per unit width (Include direction and magnitude). [6 marks] c) If the gate is 5 m long (into the page), calculate the magnitude, direction and angle of the resultant hydrostatic force acting on the gate. [7 marks] d) The net horizontal force acting on the dam per unit width. Include...
Determine: -the resultant internal normal force acting on the cross section through point B of the signpost. The post is fixed to the ground and a uniform pressure of 7 lb/ft^2 acts perpendicular to the face of the sign. -the resultant internal shear force acting on the cross section through point B of the sign post. -the resultant internal bending moment acting on the cross section through point B of the signpost -the resultant internal torsional moment acting on the...