Q3) In impact of jet experiment if the supplied discharge Q through a 5 mm diameter nozzle is (0.25 L/s), find the required weight W that is needed to support the plate in its initial position as shown in figure. 50 mm W Nozzle

Q3) In impact of jet experiment if the supplied discharge Q through a 5 mm diameter nozzle is (0.25 L/s), find the required weight W that is needed to support the plate in its initial position as shown in figure. 50 mm W Nozzle

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

In the simple hydraulic circuit shown in Figure 1 below, why is the counterbalancing pressure valve required? Sol A Sol B Ci u s 1
Q2 For the system shown in Figure 1, find the range of the gain K that results in a stable closed-loop system. s+20 R(s) $(s +10) Figure 1. System in Q2
1. A pump station design fills a pressurized water tank by pumping water from a reservoir. The flow rate is 0.75 cfs. The pump is 10 feet above the reservoir, and the water tank is 100 ft above the pump. The pressure in the water tank is 10 psi. The suction and discharge lines are both (actual diameter) 6-inch Sch 40 steel (pipe roughness = 0.00015 ft). Use a kinematic viscosity of 1.21 x 10-5 ft²/s. Total pipe length is 200 ft. The suction line is 10 ft. You must account for friction loss, but you can neglect the minor losses. a. What is the head added by the pump in ft? b. What is the power added by the pump in HP (recall 1 HP = 550 ft*lb/s)? 110 ft 10 ft 0 ft
Give me right solution according to the question. Note: If you are 100 % confident then you can solve it otherwise leave it for someone. Thank you
I need the answer as soon as possible
The elevation at point A in the tank below is 32m. Calculate the pressure (in Pa) at the surface of the oil. Use specific wcight of water as 9,81KN/m. 40 m Alr 20 kPa Air Oil 37 m SG -0 85 Water 35 m SG - 2 10
SAE 10W30 oil flows from one tank to another when the gate valve is fully opened as shown in the following figure. The pipe is made of commercial steel and has a diameter of 20 mm. Calculate the total losses (in m) through the pipes. Include minor losses due to the flush entrance (K₁ = 0.5), fully opened gate valve (K₁ = 0.5), and two 90° elbows (K₁ = 0.9). Take po=920 kg/m³ and v = 0.1(103) m2/s and Q = 0.0007 m³/s. Note: The answer should be in decimal values with two decimal places 5 m A 2 m 6 m 1 m B
A pump is attached to a fire hydrant to produce a jet that rises to a minimum height of 13.5 m at a rate of 20 L/s. The pressure is estimated as 100 kPa at the attachment. The hose attached to the pump is 75 mm in diameter and 1.5 m long with a discharge nozzle at the end. The nozzle is inclined at an angle of 50 degrees to the horizontal. The pump has an efficiency of 80%. Neglect friction. Jet 13.5 m 14.0 Determine the minimum power that the pump can supply. a.) 2793 W b.) 3298 W 15.0 Determine the minimum rated power of the pump. c.) 3088 W e.) d.) 2882 W a.) 3860 W c.) 3492 W e.). b.) 3603 W d.) 4123 W
Q2) Calculate The head loss due to friction in The Piping system shown below. The pipe is (150 mm) in diameter and C1som) Long, Passes aflow of Co.13 m/%s 1somm 3om 2.
Cross sectional area: 4 meter by 4 meter, three consecutive flocculation tanks. a) Determine the width of the each paddle. b) Find the v2, V3, n1, n2 and nз and power of the motor. c) Evaluate the total HP requirement/m of the flocculation chamber. (1 HP = 746 Nm/sec) G1=80/s, G2=50/s, G3 = 20/s k = 0.25, CD=2, multi paddle (r = 0.5, r2 = 1.0, r3 = 1.5 m) T=10°C (u=1.307 * 103 Ns/m²), v₁ = 1 m/s
For the system in the figure, calculate the distancevertical between the surfaces of the two tanksWhen water at 10°C flows from point A to point B, arate of 0.03 m3/s. Elbows are standard. Thetotal length of 3 inch tube is 100meters. The length of the 6-inch pipe is 300 m. (T)
Q2: For the system shown below, find the minimum flow rate of the jet from the orifice at the end of the pipeline (at point A) to cross the wall and minimum pump head (Hp) that required to maintain the required minimum head (hme) required to discharge this flow rate. Take Z1 between O to 10 m , 2 from O to 9 m and Cv-0.85. Total Energy line 3.5 m z1 d= Somm 22 2.0 m Concrete wall Solution: