i need the answer quickly The pore water pressure (kPa) at C isA1mB.y =16 kNmY sat =20 kN/mYw=9.8 kNm?1m29.810.29.8The effective stress (kPa) at C isAy =16 kNm1mB.Y =20 kNm?Yw=9.8 kNm1msatII<>

To Determine Pore water pressure and effective stress at point C.

Answered: The pore water pressure (kPa) at C is A…

The pore water pressure (kPa) at C is A 1m B. y =16 kNm Y ot =20 kNm Yw=9.8 kNm? 1m 29.8 O 10.2 9.8 The effective stress (kPa) at C is =16 kNm 1m B Y ot =20 kNm? Yw=9.8 kNn? 1m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: need the answer quickly

A: Traverse ABCDAAzimuth.AB=120°14'BC=40°20'CD=300°15'DA=200°10'

Q: 3.33 The following data are obtained from a tensile test of a 12.7-mm-diameter aluminum specimen…

A: As per the Guidelines of Bartleby We are supposed to answer only first three subparts. Ultimate…

Q: A tube is used as a siphon to discharge an oil of specific gravity 0.8 from a large open vessel into…

A: Since the question comprises of a number of subparts, the solution for first 3 subparts is as…

Q: _n-coil with a temperature of 6°C and leaves it -pipes system shown in the figure below.

A: Given:- temperature=6 degree celcius change temperature=12 degree celcius To find:- diameter of all…

Q: . A solid cylinder of length L and diameter D and specific gravity 0.6 floats in neutral equilibrium…

A: For neutral equilibrium GM=0 Specific gravity g=0.6 (Given)

Q: Draw the front section, horizontal projection, and side projection MB 42 30 28 14 40 2oma R22. 21 25…

Q: ) To tal density b) dry densiz y =)degree of saturation )saturated densizy (assume no volume change)

A: This question has been taken from geo technical engineering

Q: Rainfall of intensity 20mm/h occurred over a [wa watershed of area 1km2 for duration of six hours.…

A: Given Rainfall intensity = 20 mm/h Area of watershed = 1km2 = 106 m2 Duration of rainfall = 6h…

Q: The block is deformed into the position shown by the dashed lines. Determine the average normal…

Q: A circular column of a cross-section (460)mm in diameter is reinforced with 6 bars of ($25mm), with…

A: Axial force : The force operating on a body in its axial direction is characterized as axial tension…

Q: Newton Raphson Method is used to find the Roots of the equation x + 2x2 + 3x-1 0 If the initial…

Q: For the state stress shown in figure below, determine the principle stresses and the maximum…

Q: For the composite structure shown in Figure (3), use the unit load method (virtual work method) to…

Q: A soil yielded a maximum dry unit weight of 18 kN/m3 at a moisture content of 16% during a Standard…

A: Given, G = 2.65 Moisture content, w= 16% Dry unit weight = Yd = 18kN/m³ Degree of saturation = ?

Q: Example 2.5 An oven dry soil sample of volume 250 cc weighs 430 g. If the specific gravity of solids…

Q: 6. In a pipe of 200 mm diameter the maximum velocity of flow is found to be 1.5 m/s. If flow in the…

A: Diameter of pipe = 200mm Radius of pipe = 100mm or 0.1m MAximum velocity of flow (Vmax) = 1.5m/s To…

Q: 8.1: Use the virtual work method to determine the horizontal and vertical deflections at joint B of…

A: Due to issue in Math type , providing handwritten solution

Q: For a data of maximum recorded fiood of a river, the moan and standard ation are 4200 m/s and 1705…

Q: The regression analysis of a 30 year flood data at a point • on a river yielded sample mean =…

Q: Problem 1: The tanker carries 858000 barrels of crude oil in its hold. Determine the weight of the…

A: As per guidelines we need to answer only first question so please repost rest questions separately.

Q: Detremine the slope and deflection of point C and D . El is constant . Use conjugate beam Method 60…

A: Given data: The length of span AD is 3m, span DB is 3m and span BC is 3m. The point load acting on…

Q: H.W. Problem Air at 20 C flows at a velocity of 2 m/s across a rectangular flat plate. The plate is…

Q: رشت متار فيامین( (2 Forthe beam shown, a. draw sFD and BMD, b. prove that for the isosceles:, Tnax.…

A: As per company's guidelines we can only answer first three questions. Kindly post other questions…

Q: Question 3: Is it possible to fit a cation Ct of radius 180 pm in the tetrahedral site of the…

Q: Qin 1 0.2 m3/s 3 0.3 m3/s Q3 Q4 2 4 Q in Qout = 0.5, Q3= =

Q: A sketch of a transformed flow net in x-direction under a dam is shown in Figure, the soil has k…

Q: :Compute the volume using the prismoidal formula and by average end areas for the following…

A: h = 5.3 ft, h1 = 7.4 ft , h2 = 7.8 ft, b = 24 ft, b1 = 23 ft , b2 = 23.7 ft Let A1 = Area of station…

Q: A cantilever retaining wall is required to support a backfill having the following soil properties:…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: [4]. Determine the force in members JE and GF of the truss and state if these members are in tension…

Q: A flat plate of area 1.5 x 10^6 mm? is pulled with a speed of 0.4 m/s relative to another plate…

Q: Q5/ Find job mix formula by using mathematical method. Aggregate Specification Sieve Size A B C…

Q: The pressure head at level AA is 0.091 m of water, and the unit weights of gas and air are 5.50 and…

A: given data water head at AA=0.091m unit weight of air=12.35N/m3 unit weight of gas=5.5N/m3

Q: Problem 2: A 0.10 m^3 volume of water is observed to be 0.0982 m^3 after a pressure is applied. What…

Q: 2. For an incompressible and Newtonian flow, show that: 寸.ラ=AT

A: In fluid mechanics we have to derive the given expression as given in question according to…

Concept explainers

Asphalt Binders and Mixtures

Asphalt binders are subsidiary products procured during the refining process of petroleum while manufacturing gasoline, diesel, and similar petroleum products. Asphalt binders are obtained from the residue that remains after the distillation of petroleum, this residue is further subjected to steam distillation and oxidation to remove the traces of gas oil present in the residue. Certain additives or modifiers are also added to asphalt binders to alter them to suit different applications.

Question

i need the answer quickly

The pore water pressure (kPa) at C is
A
1m
B.
y =16 kNm
Y sat =20 kN/m
Yw=9.8 kNm?
1m
29.8
10.2
9.8
The effective stress (kPa) at C is
A
y =16 kNm
1m
B.
Y =20 kNm?
Yw=9.8 kNm
1m
sat
II
<>

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 1 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

Q-2: 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 /sat = 16 kN/m³, and yw = 10 kN/m³) 5 m (a) Valve (closed) Inflow 5m (b) Valve (open) Inflow Outflow 5 m (c) Valve (open)
Point A Water Lake Yw=9.81kN/m 4m -Point Br Saturated Sand Ya#16.5kN/m 6m Point C Saturated Silty clay Ysa=18kN/m 4m Point D Bed Rock & y =21.5kN/m (i) Calculate the following stresses at Points A, B, C and D. (a) Total stress (6) (b) Pore water pressure (u) (C) Effective stress (a')
A vertical propane tank with an outside diameter of D=300 mm and a wall-thickness of t=14 mm is subjected to a horizontal force of F = 41 kN. The gage pressure inside the tank is 6 MPa. [D=300 mm, t=14 mm, F=41 kN, h = 1 m] h Determine the maximum normal stress at point K. 66.5 MPa 97.5 MPa 23.6 MPa 59.7 MPa 82.8 MPa Correct answer: 59.7 MPa
A 60 cm Cl main pipe leads from a reservoir whose water surface is at Elev. 1590 m. Below the ground surface level, the main pipe is horizontally positioned at Elev. 1410 m. Assuming static condition, what is the stress in the pipewall if the wall thickness is 12.50 mm and the soil pressure is 520 kPa? a. 18.2 MPa O b. 20.5 MPa O . 28.7 MPa O d. 32.6 MPa
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
Direct Stress 25 kN 20 kN 30 kN B• C D А +1.5 m→ 3 m 3 m 1. The cross-sectional area of bar ABCD is 600 mm². Determine the maximum normal stress in the bar.
4.144 The tube shown has a uniform wall thickness of 12 mm. For the 170110 S loading given, determine (a) the stress at points A and B, (b) the point where the neutral axis intersects line ABD. ne-601 la archy siques of bat Fig. P4.144 D F H E 28 kN 14 kN 28 KN 125 mm. 75 mm 1 A 025.0 40137
If the average normal stress is 120 MPa, find the maximum value of P ž in. I in. 4 in. 3 in 2 in. 3 in 2 in. xLin. a. 3.90 kN Ob.4.50 kN Oc. 390 kN Od. 450 N
Calculate the maximum shear stress oa, in the web of the T-beam shown in the figure if b = 12 in., t = 0.5 in., h = 9 in., h, = 8.1 in., and the shear force V = 4,300 Ib. (Enter the magnitude in psi.) h Ih C psi
Calculate the maximum shear stress omay in the web of the T-beam shown in the figure if b = 12 in., t = 0.5 in., h = 9 in., h, = 8.3 in., and the shear force V = 5,100 lb. (Enter the magnitude in psi.) ly t hi h C psi
: A= Q/U = 30 / 2.5 = 12 (m³] : P= A/ R = 12/0.494 = 24.3 [m] A = bh and P b + 2h, nel are : b = 23.1 [m] and h = 0.52 (m cal shear-stress criteria: 0.05 (m) is (see
A. Compute the total stress at A. B. Compute the neutral stress at A c. Compute the effective stress at A water table 2m Y19.62 kNhm 5m A