7:040.00KB/S61Enhancement ActivityNote: There are 26 letters in the alphabet. Divided by 3 is _. Student whose family name starts withletters A – I, solve problem no. 1; J – R, problem no. 2; and S – Z, problem no. 3.What is the pressure at the center of pipe B?1.B-y= 10 kN/m3y = 20 kN/m350 cm50 cm10 cm2.Find the pressure at the center of pipe A. T = 10°C.Oil (S = 0.8)Water90 cm150 cmWater30 cmMercury(S = 13.6)to[30 ст3.A vertical conduit is carrying oil (S = 0.95). A differential mercury manometer is tapped into theconduit at points A and B. Determine the difference in pressure between A and B when h = 3 in.What is the difference in piezometric head between A and B? Ans. pA – pB = 108 psf, ha – hB =3.32 ft.18 inOilB2 inh= 3 inMercury

Note:- Hi! Thank you for the question As per the honor code, We’ll answer the first question since…

Answered: 1. What is the pressure at the center…

Engineering

Civil Engineering

1. What is the pressure at the center of pipe B? B -y= 10 kN/m3 7 = 20 kN/ma 50 cm 50 cm 10 cm

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

Quèstion 49 Avertical cylinder having a circular base of radius 'r and a height of 12 m is filled with water at the rate of 1 m-/min. If the depth of water in the cylinder at the vertical position is 3 m, what would be the resulting depth when the cylinder is in the horizontal position? O A.0.40r O B.0.60r OC.0.30r O D.0.50r « > A Moving to another question will save this response. acer F12 PrtSc Pause Del Home Pg Up F7 F8 F9 F10 F11 F3 F4 F5 F6 Scr Lk SysRq Break Ins * % Backspace 4 5 € 6 7 8 9. W E Y U P F G K
The containers shown in (Figure 1) are filled with water. Part A Determine the maximum pressure in the system shown. Express your answers in kilopascals using three significant figures. > View Available Hint(s) vec Pmax = kPa Submit Part B Determine the pressure at point B. xpress your answe in kilopascals three significant figures. > View Available Hint(s) Figure < 1 of 1 VΠΙ ΑΣφ vec PB = kPa Air Submit 3 m 1.5 m Provide Feedback 0.5 m
A 6-in.-diameter pipe supplies water with a velocity of 5 ft/s. The pipe is made of commercial steel and the water temperature is 50°F. Use the equation Part A Determine the friction factor. Express your answer using three significant figures. ΓΠ ΑΣΦ ↓↑ vec Submit Provide Feedback Request Answer ? 1 √f -1.8 log 1.11 [(¹+] ɛ/D 3.7 6.9 Re
Question 1: Mr. Yaseen is the Chief Engineer at one company. He assigned his staff engineers to design hydraulic piping system of three connected tanks. For the given information and knowing that friction coefficient of each pipe is 0.03, it is required to compute the velocity at each pipe. Neglect the fitting losses. Elevation = 838 ft V (A) D = 1.0 ft { = 800ft f (1) D = 1.1 ft € = 700 ft (3) D = 1.2 ft € = 600 ft Elevation = 850 ft (B) B Elevation = 805 ft. (s) C
* ll. 9:1. A docs.google.com A differential manometer is attached to a pipe, as shown in the figure. Calculate the pressure difference between points A and B (P, - P, ). Mercury (s.g. = 13.6) 0.1 ft Oil (s.g. = 0.91) 395.928 Ib/ft^2 432.816 Ib/ft^2 46.127 Ib/ft^2 237.557 Ib/ft^2 119.074 Ib/ft^2 279.092 Ib/ft^2 554.299 Ib/ft^2 158.371 Ib/ft^2 190.638 Ib/ft^2 475.114 Ib/ft^2 316.742 Ib/ft^2 351.480 E+A
1. Determine whether the flow is turbulent or laminar if a fluid flows at 0.001m³/s through a 100mm diameter pipe. FLUID Kinematic Viscosity, v (m²/s) a. Hydrogen 1.08x10^-4 b. Air 1.51x10^-5 C. Carbon dioxide 0.804x10^-5 d. Kerosene 2.39x10^-4 е. water 1.00x10^-6
Moving Question 37 A pressure gage 10.82 m. above the bottom of a tank containing a liquid reads 58.09 kPa; another gage at height 3.39 m. reads 83.33 kPa. Determine the density of the liquid. Round off to three decimal places. Question 37 of 48 A Moving to another question will save this response. F12 DeicTE PAME F10 F3 F4 FS F6 Beco ESC % & NuM LK 6. 8 P R Ho ENTER G H K SHIFT V ALT FN CTRY
This vertical pipeline with attached gage and manometer contains oil and mercury as shown. The manometer is open to the atmosphere. There is no flow in the pipe. What will be the gage pressure reading at A? correction: 3.75 mm should be 375 mm en Me Do not write the unit. You will only input the numerikal answer in the space provided. Unit of the Correct Answer. kPa Decimal Places required in the firal answer 3
Q1: Find the pressure in the pipe. Oil SG 0.79 P. gage 370 kPa Gasoline SG 0.70 Air 45 cm 50 cm Pipe 22 cm 10 cm Water Mercury SG= 13.6
9 2 10 GU Terr Question 2 Refer to the given figure below. Given: a = 1.55 m b = 1.11 m c = 0.73 m Carbon Tetrachloride, sg = 1.60 b B Carbon tetrachloride Water Determine the pressure difference (kPa) between points A and B. Express your answer in 2 decimal places. Neglect sign. |-0- Cip
Oil (SG = 0.83) flows at a rate of 200 L/s through a 500m pipe with a diameter of 200mm. The friction factor of the pipe is 0.0225. The pipe slopes down at 10 degrees from the horizontal. Determine the difference in pressure between the start of the pipe to the end of the pipe. A) 287.79 KPa B 176.36 KPa c) 129.34 KPa D No Answer among the choices 238.86 KPa
Q3/ Water flows through a pipe at 5 L/s, as shown in Fig. 3. If the gauge pressures of 12.5 kPa, 11.5 kPa, and 10.3 kPa are measured for p₁, P2, and ps respectivaly, what are the head losses between 1 and 2, and 1 and 3 ? Take yw 9790 N/m³. Q4/ The outlet pipe from a pump is a bend of 45° rising in the vertical plane as shown in Fig. 4. The bend is 150 mm diameter at its inlet and 300 mm diameter at its outlet. The pipe axis at the inlet is horizontal and at the outlet it is 1 m higher. By neglecting friction, calculate the force and its direction if the inlet pressure is 100 kN/m² and the flow of the water through the pipe is 0.3 m³/s. The volume of the pipe is 0.075 m³? Fig. 3 2 4-50 mm 10m 50 mm d, = 30 mm P1 PIS A₁ Fig. 4 P2 02 A2