The figure shows a cylinder of 4 m dlameter in equilibrium. Calculate the vertical component of force exerted by the fluld per meter length of cylinder and total horizontal pressure force acting on ABCD. [Take : Y = 10 kN/m³] Oil (S = 0.8) Water (S= 1) d34 m

The figure shows a cylinder of 4 m dlameter in equilibrium. Calculate the vertical component of force exerted by the fluld per meter length of cylinder and total horizontal pressure force acting on ABCD. [Take : Y = 10 kN/m³] Oil (S = 0.8) Water (S= 1) d34 m

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

Solve correctly
H =2m Seawater y = 0.2x2 y 25 m The concrete seawall given in Figure 4 has a curved surface and restrains seawater at a depth of 2 m. The trace of the surface is a parabola as illustrated. Determine the force of the fluid force (per unit length) with respect to an axis through the toe (point A). 1024kg/m³) (Y seawater = -X
As shown in the figure compute the amount and location of the vertical and horizontal components of the hydrostatic pressure on XY 1. Rectangular 5ft wide 7 W.S X * a= 6ft b= 8ft c= 4ft
Sssoon
In the figure below, determine the force F (newton) to balance the weight of the cylinder. |ylinder W 44 kN A = 0.323 m? F = ? Plunger, a = 0.00323 m? 4.6 m YOil, s = 0.78 YOil, s = 0.78 Assume that the weight
2. In figure below fluid 1 is oil (SG=0.87) and fluid 2 is glycerin (SG=1.26) at 20°C. If P₁ = 98kPa, determine the absolute pressure at point A. Gu 10 cm P₂ Pa 32 cm Figure 2. Schematic for problem 2
4.1 A line load of q = 60kN/m with a = 0 is placed on a ground surface as shown in Figure P4.1. Calculate the increase of pore water pressure at M immediately after application of the load for the cases given below. (a) z = 10m, x = 0m, v=0.5, A=0.45. (b) == 10m, x= 2m, v= 0.45, A=0.6. 2 m 4. G.W.T. Clay XI 1
Assume the reservoir is very large in the figure below. What should be the angle (in degrees) be if each graduation corresponds to 1 lb/ft? gage pressure for PA. Answer only the numerical value in degrees. Assumptions: 1. inclined arm is fitted with 1 in apart 2. SG of fluid = 0.827 PA D = in Reservoir
the value of oil is - 0.8 asap 15 mins
Problem 6.25 , show step by step solution
Consider the pressurized horizontal pipe network consisting of three pipes arranged in series. The characteristics of each pipe are summarized in the table. The flow of water at Node A is Q = 5 cfs and the pressure head at Node A is yA = 200 feet. The temperature of the water is 60° F. a) Determine the friction head loss hfric in feet in Pipe 1. b) Determine the friction head loss hfric in feet in Pipe 2. c) Determine the friction head loss hfric in feet in Pipe 3. d) Determine the pressure head ys in feet at Node B. e) Determine the pressure head yc in feet at Node C. f) Determine the pressure head yo in feet at Node D. Flow Friction Pressure Diameter Length Friction (feet) (cfs) head Нead Pipe (inches) factor f Kpipe loss (feet) Node (feet) 1 16 500 0.011 5 A 200 2 12 1000 0.013 B 3 10 750 0.015 D Node Node Node Node A в D 5 cfs 5 cfs Pipe 1 Pipe 2 Pipe 3
The overhang wall shown in (Figure 1) is 2.5 m wide. p = 1000 kg/m³. Part A FR = Determine the magnitude of the resultant hydrostatic force the water exerts on the face AB in of the overhang. Express your answer to three significant figures and include the appropriate units. μA 0 = A Value 2 m B Units PER ? Part B Determine the direction of the resultant hydrostatic force the water exerts on the face AB of the overhang. Express your answer using three significant figures. 15] ΑΣΦ | 4 | vec www. ? °, measured counterclockwis from the positive axis