-3: Find total stress (o), pore-water pressure (u) and effective stress (o') at B for the following cases (a) Total heads at A and B are 10 cm and 10 cm respectively (b) Total heads at A and B are 10 cm and 15 cm respectively (c) Total heads at A and B are 10 cm and 8 cm respectively Assume ysat = 16 kN/m², and yw = 10 kN/m³) Inflow 2 m 2 m 5 m 5 m 5m Valve (closed) Valve (open) Valve (open) Inflow Outflow

-3: Find total stress (o), pore-water pressure (u) and effective stress (o') at B for the following cases (a) Total heads at A and B are 10 cm and 10 cm respectively (b) Total heads at A and B are 10 cm and 15 cm respectively (c) Total heads at A and B are 10 cm and 8 cm respectively Assume ysat = 16 kN/m², and yw = 10 kN/m³) Inflow 2 m 2 m 5 m 5 m 5m Valve (closed) Valve (open) Valve (open) Inflow Outflow

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

7.18 A water main 160 cm dia. contains water at a pressure head of 200 m. Take weight of water to be 1000 kg/m³. The thickness of the metal shell required for the water main, given that the maximum permissible stress in the metal is 400 kg/cm², will be (a) 1 cm (c) 3 cm (b) 2 cm (d) 4 cm
Question-fluid. Water is flowing through a pipe of 40cm diameter with friction factor equal to 0.06 At a distance of 5cm from the axis, the shear stress was found to be 120Pa. What is the shear stress at the pipe wall Pa
For the below wooden beam, under the given loading and dimensions: 50 kN C 4m w = 10 kN/m Calculate and sketch the maximal normal stress at point C. B 150 mmm 360 mmm
Determine total stress and effective stress at point A
The bar shown in the Fig., has a constant width of 35 mm and a thickness of 10 mm. Determine the maximum average normal stress in the bar when it is subjected to the loading shown? B 9 kN C 4 kN D 12 kN 22 kN 9 kN 4 kN 35 mm 10 mm- 12 kN PAB = 12 kN - 30 kN 35 mm- 9 kN -85.7 MPa 12 kN - - PBC = 30 kN 9 kN P (kN) Pcp = 22 kN 22 kN 30 22 12
A thin cylinder have inner radius 210 mm and thickness 5 mm subjected to an internal pressure of 4 MPa. Determine average circumferential stress?
answer the following
Provide complete solution with FBD and explanation.
A thin cylinder have inner radius 235 mm and thickness 6 mm subjected to an internal pressure of 5 MPa. Determine average circumferential stress?
a=2 so d=4 Strength of material question need help with solution
Problem : Pressure vessel made of alloy steel with Yield Strength of 250 MPa, Pressure acting on Pressure Vessel = 10 Atmosphere. Longitudinal Stress (σL) = 200 MPa. Hooke's Law (E) = 150 MPa. Radial Stress (σR) = -50. Question :a) How thick is the pressure vessel if the Inner Diameter is D = 2 Meters?b) Check whether the pressure vessel is safe or not? Given data: - The yield strength of the pressure vessel is σy = 250 MPa.The inner diameter of the vessel is d = 2 m.The pressure acting in the vessel is P = 10 Atm.The longitudinal stress is σL = 200 MPa.Hooke's Law (E) = 150 MPaThe radial stress is σR = -50 MPa.
4. A cylindrical tank 8.3m in diameter is H m high. If the tank is filled with water, determine the maximum height H if the tank plating is 17mm thick and if the material is capable of the allowable stress of 35MPa.