Piston A has a cross-section of 1,200 cm^2 while that of B is 800 cm^2. B is higher than A by 2 m. If the intervening passages are filled with oil having a SG of 0.8 and a force of 4 kN is acting on B, What must be the pressure at piston A in kPa? Round your answers to the nearest hundredths PB PA A=800 cm²- A=1200 cm2 h=2m sp. gr. = 0.80

Piston A has a cross-section of 1,200 cm^2 while that of B is 800 cm^2. B is higher than A by 2 m. If the intervening passages are filled with oil having a SG of 0.8 and a force of 4 kN is acting on B, What must be the pressure at piston A in kPa? Round your answers to the nearest hundredths PB PA A=800 cm²- A=1200 cm2 h=2m sp. gr. = 0.80

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

ASAP show complete solution, dont round off initial values, round off final ans only pls. (Ignore the answer since it's incorrect)
2) How large are the reaction forces and bar forces in the given jib? Given: F1 = 20 kN, 5/4 а 5/4 a 1/2 a I F2 = 10 kN , a = 1 m. 2a B A 4а 2a
2021-2... ents on A gate 1.60 m wide and 2 m high has water on one side and is inclined 45° with the horizontal. Water is 1.50 m above the top of the gate. Compute the distance of the center of pressure from the centroid of the gate. 1.50 m O 0.1068 m O 0.0871 m O 0.1381 m O 0.0943 m 2.00 m
Given the bulk modulus of water B-2.1x1o° Pa= 2.1 GPa, What increase in pressure needs to be applied to the surfaces of a cube of water 1 m on a side to reduce its volume by 4%? O a 0.0600 GPa Ob. None. O c.0840 GPa O d. 0.0700 GPa O e 0.1050 GPa
A vertical bulkhead 4.8m wide divides a storage tank. On one side of the bulkhead petrol (S.G. = 0.78) is stored to a depth of 2.36m and on the other side water is stored to a depth of 1.2m. Determine the resultant force on the bulkhead and the position where it acts.
Please answer and show all of your nice and clear plese.
Gate AB in the figure below is 1 m long and 0,7 m wide. Determine the force (F) on the gate and the position x, the centre of pressure. 3m Oil (sp gr = 0.81) ㅗ 1m. 7m 1m 1
Q.2 For h 1 m in the setup shown in figure find: 1. Pressure head at point a 2. Seepage velocity 3. Find h if the force on screen b is 2.5 kN/m² WIT 1.0m -0.25m Screen b h W.T 41 n=1/3! @ K=0.5 cm/sec. Datum 84=21kN/m³ Cross-Sectional area of the tube=0.5m² -
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°
Assignment -2: If the pressures at pipes 1 and 4 are 30 kPa and 120 kPa respectively, determine the length AB. Oil, S = 0.9 Hg 0.6