i need the answer quickly Q2: Determine the discharge through pipe shown in figure below and theNeglect all losses and viscous effects. The specific weight of air Yair=12 N/m³.gauge50 mm0.3 m25 mmWaterAirQ50 mmFree jetreading.

Answered: Image /qna-images/answer/d07df49f-abbb-4060-97fc-b773e92f5806.jpg

Q2: Determine the discharge through pipe shown in figure below and the gauge a Neglect all losses and viscous effects. The specific weight of air Yair 12 N/m³. 50 mm 25 mm 0.3 m 1 Water - Air 50 mm Free jet

Q2: Determine the discharge through pipe shown in figure below and the gauge a Neglect all losses and viscous effects. The specific weight of air Yair 12 N/m³. 50 mm 25 mm 0.3 m 1 Water - Air 50 mm Free jet

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: A piece of ducting must be custom-made. It must fill a gap 257⁄16 inches long.One end of the duct…

A: Given:- a gap 257⁄16 inches long.One end of the duct must also fit into the next piece of ducting…

Q: A 10 il load is uniformly cated by an aluminum alloy pipe with an outside diameter of 10 cm and…

Q: npute: ion in m of Turning Point on in m of Bench Mark ion in m of Turning Point

A: These two formulas will be used to solve this problem: Height of instrument = elevation + back sight…

Q: Q1: Gate AB which is shown in figure (1) is (15m) long and (10m) wide and hinged at B with a stop at…

A: Asked: To determine the water level h for which the gate will fall. Given: Length of gate (L) = 15…

Q: An instrument was set up over station 1, and sights between points A and C were taken. The…

Q: ] Question 1: Solve the following: a) Define Friction. b) Elaborate on why the coefficient of…

Q: Draw the full shear strength and bending moment diagrams for the beams given below

Q: A cantilever type gate hinged at Q is shown in the figure. P and R are the centres of gravity of the…

A: Mass of counterweight :

Q: A scale of 1 in 10,000 is adopted for a photogrammetric survey for the region of 200 sq. km.…

Q: A question on engineering project management. Question 1. Source a governmental project; write…

A: Government projects plays an essential role for development of our country. The…

Q: 2) Draw the shear and moment diagrams for the beam. 20 kN 20 kN/m 4 m B -2 m

Q: . .A 250-mm clay sewer is to be placed in a trench 5-m deep. The backfill material is damp clay…

Q: H.W.18/ The plane rectangular gate can pivot about the support at B. For the conditions given, is it…

A: It will be Stable if the centre of pressure (P) of the water above it will lie at point B otherwise…

Q: Q3) Determine the depth and width at average and minimum flow and dimensions the weir plate of…

Q: C) Two alternatives have been proposed to construct a new road project to improve capacity and…

Q: 11-15. Determine the moment at B, then draw the moment diagram for each member of the frame. Assume…

Q: 6 ft 4 ft 9ft DRY SAND CLAY WT Gs = 2.66 e = 0.50 CLAY Gs = 2.71 e = 0.75 Capillary Rise Zone…

Q: QUESTION 6 A material has a Young Modulus (E), and a yield stress of o yield. नेह Calculate the…

A: Modulus of resilience The modulus of resilience is the maximum amount of energy that may be absorbed…

Q: F17-18 The 12-kg slender rod is pinned to a small roller A that stides freely along the slot. If the…

A: Given :

Q: a Ex) Using The method of dimensions, derive an expression for rate of flow (C) of ·liquid Through a…

A: Given, Under a pressure gradient of P/L, a pipe's rate of flow (Q) is dependent on radius (R) and…

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

Q: Problem Set - 3: For the overhanging beam shown, (a) derive the equation of the elastic curve; and…

Q: Problem Sets - 3: The cast iron inverted T-section supports two concentrated loads of magnitude P as…

Q: Consider a 180-mm-long segment of a simply supported beam. The internal bending moments on the left…

Q: \begin{array}{r}1 \frac{1}{35} \\\times 1 \frac{3}{4} \\\hline\end{array}

A: To find:- Multiplication

Q: The secondary bedroom is 4 m by 3 m with a height of 2 m. You have $100 to complete the design and…

Q: 1. Determine the Linear Error of Closure (in meter) and its direction (in DMS). Follow this format…

A: Since you have posted a question with multiple sub parts, we will solve first 2 parts for you. To…

Q: PROBLEM 3: A stadia rod held at a distant point B is sighted by an instrument setup at A. The upper…

A: Given: stadia interval factor(K) = 100 stadia constant(C) = 0 lower stadia reading = 0.900m upper…

Q: Use time and location indices given is the table to prepare the conceptual cost estimate of a…

Q: An element in plane stress is subjected to stresses o = 5,780 psi, Gy (Consider only the in-plane…

Q: *12-12. Determine the moment at B, then draw the moment diagram for the beam. Assume the support at…

A: ⇒Fixed end moment → For span AB MAB =4×15230 =30 k-ft MBA = 4×15230 = 30 k-ft → For span BC…

Q: PROBLEM 3: Determine the diameter of a pulley carrying a flexible rope that has a constant angular…

A: Answer We are given Angular acceleration α = 3 rad/s2 Angular velocity ω = 2 rad/s Total…

Q: 7-22. Determine the displacement and slope at C. El is constant. Use the moment-area theorems.

A: Given data:-

Q: The probability that the annual maximum flood discharge will exceed 25000 m³/s, at least once in…

Q: The strain components &x, y, and Yxy are given for a point in a body subjected to plane strain.…

Q: This air-conditioning condenser unit is mounted on the top of a flat-roofedbuilding. Find in inches…

A: consider the Figure for solution

Q: Consider the timber beam shown below. The beam is made out of southern yellow pine, with an…

A: Given :

Q: A cantilever type gate hinged at Q is shown in the figure. P and R are the centres of gravity of the…

Q: s A and B located at the edge of a large basin that is 13,000 s setup at station A and has a height…

A: SO the height of treeHT=Height of instrument +CorrectionCorrection=combined correction of refraction…

Q: The pump shown in figure (2) adds 25 kW to the water and causes a flow rate of 0.04 m³/s. Determine…

A: Asked: To determine the flow rate of the system when the pump is removed. Given: Power of the pump…

Q: A spiral easement curve has a length of 2100m with a central curve having a radius of 300m.…

Q: Q.7. In an Aeroplan model of size 1/10 of its prototype the pressure drop is 7.5 kN/m². The model is…

Q: The strain components & & and Yxy are given for a point in a body subjected to plane strain.…

Q: Draw the full shear strength and bending moment diagrams for the beams given below

Q: EF are being iven forward until they meet in order to commodate telephone cables. F Assignment (3)…

A: LetTunnel AB & EF are meet at X so , Distance is driven in AB tunnel is BX¯ EF tunnel is…

Q: A wood beam with a cross section 4 x 6 in. is simply supported at A and B. 4 in 4.5ft- C 4 in.…

Q: 12-18. Determine the moments at each joint of the frame, then draw the moment diagram for member…

Q: Q1) Determine the reactions at all supports in the beam shown. The support at A is displaced…

A: Given data E = 200 GPA = 2 × 105 N/mm2 I = 5 × 106 mm4 EI = 2 × 105 × 5 × 106 = 1012 Nmm2 EI =…

Q: A car moving down a sag curve having sloped of -3% and +2%. The head lamp is 0.80m above the road…

Q: A 2.0 meter long conical diffuser 20 eter at the upstream end has 80 cm ownstream end. At a certain…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

Q2: Determine the discharge through pipe shown in figure below and the
Neglect all losses and viscous effects. The specific weight of air Yair=12 N/m³.
gauge
50 mm
0.3 m
25 mm
Water
Air
Q
50 mm
Free jet
reading.

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Oil (sg-0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 v18-/2g; B to C = 8.75 v18?/2g; C to D = 0.12 v132/2g ; D to E = 9 v3²/2g. The diameter from B to D is 18 inches and diameter from D to E is 8 inches. Determine the flow rate in cfs. 5 FT 50 FT E
Problem #4 If the pressure difference between points 1 and 2 is 25 psi, what will be the flow rate? The pipes are galvanized iron with 0.0005 ft. Take v = 1.06 × 10−5 ft²/s and neglect Kis = minor losses. 10 in. dia 1. 2000 ft, 8 in. dia A B 1600 ft, 6 in. dia с 2. 800 ft, 10 in. dia-
16. Fluid Flow through a Compression Chamber A compressible gas flows into and out of a compression chamber as shown in Figure 9. Vin = 10 m/s Ain = 0.1 m² Pin = 3.0 kg m-3 (a) Bsys = 0 (b) bsys = dB sys dt Control Surface For the system given, which of the following statement(s) are true based on the conti- nuity equation? Be certain to justify your answer quantitatively. 0 Control Volume Figure 9: Schematic of compression chamber. (c) #0 (d) Σsbpv · A = 0 (e) & Spdv = 0 Vout = 5 m/s Aout = 0.2 m² Pout = 2.0 kg m-3 Answer(s): # 0; dB sys dt
01: A hollow steel tube (1) with an outside diameter of 2.75 in. and a wall thickness of 0.25 in. is fastened to a solid aluminum rod (2) that has a 2 in. diameter and a solid aluminum rod (3) that has a 1.375 in. diameter [Est =30,000 ksi, Eal=10,000 ksi]. The bar is loaded as shown in figure below, Determine: (1) the displacement of point D with respect to the fixed support at A. (2) the maximum normal stress in the entire axial assembly. (3) the normal strain in the steel tube (1). 34 kips 18 kips 25 kips (1) |D C 18 kips B 34 kips 60 in. 40 in. 30 in.
A. Select the most appropriate flow profile (from # 1 to #6 in Figure Q1.A) for each of the fluid types listed below. a. Newtonian b. Shear Thinning c. Shear Thickening Bingham Plastic d. #1 DD y=0 y = ymar P #4 2 #12 #5 P #3 #6
1) The figure shows a conduit made of 1 std type K drawn copper tubing that conveys acetone at a flow rate of 1.33x10 m³/s. All fittings are soldered; the gate valve is fully open. (a) calculate the pressure drop through the system using minor-loss values. (b) Calculate the pressure drop through the system using equivalent length values. Compare the results. The total length of tubing is 9.15 m and the conduit is in a horizontal plane.
Paint issues from the tank at a flow rate of 45 ft^3/s. Find the kinetic viscosity in ft^2/s. Assume the flow is laminar. Note: In answering the question, it must be in exponential form but in the text box just write the value no need to include the x10^-1.. A 9 ft L = 6 ft d = 1/2 in ܪ e
The figure shows two cylinders of diameter D and 2D, connected to each other and containing an incompressible fluid. The two cylinders are filled with leak-proof pistons of weight W1 and W2 as shown. The releationship between W1 and W2 is ... a) W2 = WI b) W2 = 0.5 W1 c) W2 = 5 W1 d) W2 = 0.4 W1 20 M
Oil (sg=0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 v₁8²/2g ; B to C = 8.75 v18²/2g; C to D = 0.12 V18²/2g; D to E = 9 vg²/2g. The diameter from B to D is 18 inches and diameter from D to E is 8 inches. Determine the velocity at the pipe with 8 inches diameter in ft/s. A 5 FT GO FT
Oil (sg=0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 v18²/2g; B to C = 8.75 V18²/2g; C to D = 0.12 V18²/2g; D to E = 9 vg²/2g. The diameter from B to D is 18 inches and diameter from D to E is 8 inches. Determine the pressure at point C in psi. 5 FT 50 FT E
Oil (sg=0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 v18²/2g; B to C = 8.75 v18²/2g; C to D = 0.12 V18²/2g; D to E = 9 vg²/2g. The diameter from B to D is 18 inches and diameter from D to E is 8 inches. Determine the velocity at the pipe with 8 inches diameter in ft/s. A 5 FT E 50 FT
Oil (sg=0.87) flows from A to E as shown. The head loss is assumed to be as follows: A to B = 0.45 V18²/2g; B to C = 8.75 V18²/2g; C to D=0.12 V₁8²/2g ; D to E = 9 vg²/2g. The diameter from B to D is 18 inches and diameter from D to E is 8 inches. Determine the flow rate in cfs. 55 ME I