A storage vat has vertical ends 3.6 m apart, of which one end is shown below. Oil(s=0.84) is stored into it. Compute: (la) the force exerted by oil on this end in KN. (1b) the magnitude of the force exerted by oil on the curved DE in KN. (1c) the total weight of oil in KN. A| 0.9 m Oil (s=0.84) 1.2 m B 0.6 m 0.6 m, E

A storage vat has vertical ends 3.6 m apart, of which one end is shown below. Oil(s=0.84) is stored into it. Compute: (la) the force exerted by oil on this end in KN. (1b) the magnitude of the force exerted by oil on the curved DE in KN. (1c) the total weight of oil in KN. A| 0.9 m Oil (s=0.84) 1.2 m B 0.6 m 0.6 m, E

Fundamentals of Geotechnical Engineering (MindTap Course List)

5th Edition

ISBN:9781305635180

Author:Braja M. Das, Nagaratnam Sivakugan

Publisher:Braja M. Das, Nagaratnam Sivakugan

Chapter7: Seepage

Section: Chapter Questions

Problem 7.1P

See similar textbooks

Similar questions

Piston A has a cross sectional area of 1400 mm2 While that of piston B is 1000 mm2. B is higher than A by 2m. If the intervening passages are filled with oil whose specific gravity is 0.80 and a force of 4kN is acting on B. What must be the Force exerted at Piston A? Pb Pa A=1000 A= 1400 6h=2m sp.gr. 0.80 Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: kN
H.W2: Analysis the structure shown below. El= 2*104 KN.m2, EA=4*104 KN. support b settles 1 cm↓, member ce rise in temperature (40 C), (a=11.7*106 1/C). 10 KN/m a 3m 3m bA 3m 4m A
The gate AB shown in figure is hinged at A and kept closed by a force P at B. Compute for the Hydrostatic Force acting on the side of the gate AB. (Given: p = -18.46 kPa, OIL SG = 0.8) p-18.46 Pa Figure 34(01)A Ol, s-0.8 7 m 6m 2m Answer:
1 pt Piston A has a cross sectional area of 1400 mm2 While that of piston B is 1000 mm.B is higher than A by 2m. If the intervening passages are filled with oil whose specific gravity is 0.80 and a force of 4kN is acting on B. What must be the pressure at Piston A? Pb Pa A=1000 A= 1400 -h=2m sp.gr. 0.80 Do not write the unit. You will only input the numerical answer in the space provided. Unit of the Correct Answer: kPa Decimal Places required in the final answer: 1
Problem 4. The pipe bend is in a horizontal plane. Oil (s = 0.88) enters the bend with a velocity of 3.50 m/s and a pressure of 280 kPa. Neglecting any energy losses in the bend, find the forces required to hold the bend in place. d = 200 mm d = 80 mm 65°
... T A 30° 2.5m Water hinge L= 2m In the figure shown, a quarter circle gate AOB is hinged at point B. Force "T" at point A is placed at a 30 degree angle from the horizontal to keep the gate in equilibrium. Determine the following: a) Total hydrostatic force "F" = Blank 1 KN b) Force "T" to make the system in equilibrium = Blank 2 KN Blank 1 Add your answer Blank 2 Add your answer
Part A 100 mm Determine the volumetric flow of water through the crack. μÅ h Express your answer to three significant figures and include the appropriate units. 1.02.10-6 m³/s Submit Previous Answers Request Answer ?
The pipe bend shown is in a horizontal plane. Oil with a specific gravity of 0.86 enters the reducing bend at section A with a velocity of 3.2 m/s and a pressure of 150 kPa. Neglecting head loss, determine a) FMY (N) b) Fpx (N) c) Fpx (N) de = 100 mm da = 150 mm 30° A
Problem 3-107 The 1-m diameter solid cylinder shown is 8 m long perpendieular to the figure and rests in static equilibrium against a frietionless wall at O. Determine the unit weight of the cylinder. Ans 10,5 kN/me Wate
Determine the force acting on hydraulic cylinders ED and AC if the excavator applies a 20 kN force as shown. Neglect the weight of the members. vw INegiect the weight of the members. 0.2 m 0.4 m 0.6 m 0.9 m 1.4 m 2.1 m- 0.1 m D 0.4 m E 0.28 m 0.55 m 0.45 m GA B 3.5 m J 20 kN Nexerted on the roun
The column is constructed from high-strength concrete and eight steel reinforcing rods. If thecolumn is subjected to an axial force of 200 kips, determine the average normal stress in theconcrete and in each rod. Each rod has a diameter of 1 in. ?????? = 30,000 ??? and ????????? =4,000 ???.
L Water 5.2 m 湯 B h3 Air Group B What is the total resultant force (kN) that is applied on surface AB? Then find the location of resultant force from point A. If you know, the width of surface AB is 1.5 m h1= 4.8 m h2= 0.8 m h3= 2.8 m L = 1.0 m Open Oil SG = 0.85 SG=3.05- h1