Explain Problem 6. For the tank shown below (width= 1.25 m), determine(6.a) the maximum horizontal acceleration (twoanswers, a, ?, ay=0) without spilling any water?(6.b) the pressure at B if a¸ = +3.6 m/s² and a,=+4.5m/s².(6.c) the maximum rightward horizontal accelerationsuch that the pressure at C will just be zero (ax?,a,=+3.0 m/s²).ay1.2 mÎA3.2 m1.4 mB1.2 mDCax

Answered: Image /qna-images/answer/e1933c12-d0d3-40f9-b7b9-8f932b4b08f9.jpg

Problem 6 . For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal acceleration (two answers, ax?, ay=0) without spilling any water? (6.b) the pressure at B if ax = +3.6 m/s² and ay=+4.5 a¸ m/s². (6.c) the maximum rightward horizontal acceleration such that the pressure at C will just be zero (ax?, ay=+3.0 m/s²). ay 1.2 m 1.4 m 1.2 m 3.2 m B D C ax

Problem 6 . For the tank shown below (width = 1.25 m), determine (6.a) the maximum horizontal acceleration (two answers, ax?, ay=0) without spilling any water? (6.b) the pressure at B if ax = +3.6 m/s² and ay=+4.5 a¸ m/s². (6.c) the maximum rightward horizontal acceleration such that the pressure at C will just be zero (ax?, ay=+3.0 m/s²). ay 1.2 m 1.4 m 1.2 m 3.2 m B D C ax

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.5P

See similar textbooks

Similar questions

(50%): In a 45° bend a rectangular air duct of 1m cross-sectional area is gradually reduced to 0.5 m? area as shown in Fig. below (top view). Find the magnitude and direction of the force required to hold the duct in position if the velocity of the flow (v:=10m/s), and pressure is 29430 Pa. Take pair = 1.16 kg/m?.
4 decimal points complete solution thank you
2. A rectangular tank 2m long, 1.5m wide and 1.5m deep is filled with oil of specific gravity 0.8. Find the force acting on the bottom of the tank when (a) the vertical acceleration 5m/s? acts upwards (b) the vertical acceleration 5m/s? acts downwards. E F D 1.5m 2m
| - A rectangular tank om long, 2.5m wide and 2m deep contains water filled to 1m deep. If the linear acceleration in horizontal direction is 2m )s in the direction of its tength, conpute the following: a) the to tal hydrostatic force acting on ench side (front rear b) The force needed to impart acceleration c) JF the tank is completely filled with water and is accelerated at the rate f 1.5m/š, haw many liters water spilled?
3. A scoop carries 610 kg of load with center of mass at G. Neglecting the mass of the members, calculate the following: (Use g = 9.81 m/s²) a. The hydraulic force in IJ, and b. The hydraulic force in BC. A 30° 350 mm 30° H B C 200 mm 300 mm F 300 mm -200 mm G. 100 mm D 400 mm -200 mm 200 mm 50 mm 50 mm- Answer: a. Fj = 11,051.9516 N (T); b. FBC = 18,807.1714 N (C)
With a=4 b=1 c=1
Water flows through an orifice at the vertical side of a closed cylindrical tank. The water level inside the tank remains constant at 3m and the pressure at the top of the tank is 3OKP.. If the jet strikes the ground horizontally by 4.5m and below the vena contracta by 1m, determine the coefficient of velocity. (A) 0.982 (B) 0.914 No Answer among the choices (D 0.871 E) 0.938
Water flows steadily through a horizontal branching pipe as shown below. Determine the pressure at section (3) if viscous effect are negligible.
Need in 30 mins
The water flows from the pipe shown in the figure with a flow rate of 0.025 m3 / s and emerges into the atmosphere as a free jet. Flow is frictionless and gravity effects are negligible. Since the pressure in the section (1) is 150kpa, find the x and y components of the force required to hold the pipe in place. [rsu = 999 kg / m3]
a=4 b=0 C=1
Question 4. The flowrate of the flow is 0,20 m/s in a pipe placed on a horizontal plane. The pipe diameters are as 0.41 m and 0.28 m for Di and D2, respectively. Find the resultant force *(kN) acting to the pipe by the flow. The gauge pressure at (1) is P1 =280 kN/m2. (y= (1) 10KN/m³) Figure 4