The water (density =1000 kg/m3) leaves the nozzle (area of the nozzle=D0.01 m). Assuming steady, incompressible, and neglect the weight of jet and the plate, change in elevation is also neglected. Determine the horizontal reaction force (N) on the support. Note that the stagnation tube has a fluid of specific gravity S=5.6 and the deflection of the fluid in stagnation tube is 50 cm. stagnation tube angle=40 deg Nozzle 50 cm angle =20 deg

The water (density =1000 kg/m3) leaves the nozzle (area of the nozzle=D0.01 m). Assuming steady, incompressible, and neglect the weight of jet and the plate, change in elevation is also neglected. Determine the horizontal reaction force (N) on the support. Note that the stagnation tube has a fluid of specific gravity S=5.6 and the deflection of the fluid in stagnation tube is 50 cm. stagnation tube angle=40 deg Nozzle 50 cm angle =20 deg

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

2R 2. The conical tank shown is of upper base radius of (R) and height of (h). It has an orifice of a radius of (r) at its tip. At time (t = 0) the tank is filled with water. Then the water was allowed to flow under the gravity through the orifice. Determine the depth of water in the tank (y) as a function of the time (t) then the time required for the tank to be empty. Vt=0 h=2R 2r=R/10
7. A nozzle discharges 100 L/s with a velocity of 24 m/s and is inclined 45° downwards. The jet coming out of the nozzle strikes an unsymmetrical two-cusped vane that is moving at a velocity of 6 m/s along the horizontal plane. Half of the jet is deflected upwards 45°and the other half is deflected downwards 90°. Determine the x- and y-components of the force exerted by the jet on the vane. vane
• Figure shows a automatically open gate. The height of rotating shaft is H. If the gate is required to automatically open before the water flow over the top of the gate, what the height of total gate should be? (neglecting the gravity and friction of gate) (presenting with H) H
15. A capillary tube is immersed vertically in a water container. Knowing that water starts to evaporate when the pressure drops below 2 kPa, determine the tube diameter (in mm) for maximum capillary rise case. Take the contact angle at the inner wall of the tube to be 6° and the surface tension to be 1.00 N/m.? (2 decimal places)
Fluid flows at a velocity V through a horizontal pipe of diameter D. An orifice plate containing a hole of diameter d is placed in the pipe. It is desired to investigate the pressure drop, 4p, across the plate. Assume that Ap f(D, d, p, V) where p is the fluid density. Determine all possible z terms. Show ALL steps. (Figure shows a longitudinal profile section of the pipe). Use FLT Svstem ONLY P1|| P2 Flow
Determine the tension developed in wires CA and CB required for equilibrium of the 10-kg cylinder. Take O = 40°. Answer: FCA = 80.0 N, FCB = 90.4 N. %3D B. 30
Briefly introduce the assumptions of Rankine's theory regarding the actjve/passiveearth pressure. Summarize the limitations of Rankine's theory and Coulomb's theory.respectively.
The tank shown in Figure a is accelerated to the right. Calculate the acceleration az needed to cause the free surface, shown in ax m/s? PB kPa Figure b, to touch point A. Also find Pg and the total force acting on the bottom of the tank if the tank width is 1m. F kN Small air hole - 0.2 m Air Air ax ag 1m Water Water 2 m 2 m B B A (a) (b)
1. Determine the angle e and the normal pressure N between the cylinders and the smooth horizontal surface. Total W = 800 Ib 400 b 200 b
Determine the capillary rise (in m.) of a liquid (SG = 4.53) placed on a capillary tube with 1.3-mm in diameter. Use surface tension 0.843 N/m and contact angle 9°.
Problem 6: Replace the force of F = 80 N acting on the pipe assembly by an equivalent resultant force and couple moment at point A. A 400 mm 300 mm 200 mm 200 mm 250 mm 40° 30° F = 80 N N
There is a (45/10) kg slider ring is going down from the rest position A and slides in frictionless guide pipe as seen in the picture below. (h= 5+5 m.) For this situation, please determine the velocity as the slider ring at B and calculate the maximum compression of the spring in millimeters.