=c'+o'tano 20 a Figure 8.2 Inclination of failure plane in soil with major principal plane Normal stress, o' (b) According to the failure plane shown in figure, prove that: 0 = 45 + 2 1) o = o; tan?( 45 + + 2c' tan 45 2 Shear stress, t 2)

=c'+o'tano 20 a Figure 8.2 Inclination of failure plane in soil with major principal plane Normal stress, o' (b) According to the failure plane shown in figure, prove that: 0 = 45 + 2 1) o = o; tan?( 45 + + 2c' tan 45 2 Shear stress, t 2)

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: 10.12 Refer to Figure 10.42. A strip load of q = 43 kN/m2 is applied over a width, B 11 m. Determine…

A: Given information:Given figure is,

Q: Given H1 = 8.3 m., and H2 = 4.43 m. If the ground water table rises by 2.29 meters, determine the…

Q: 4- Refer to Figure below. If H1=3 ft, H2=4.5 ft, h=1.5 ft, ysa=118.9 lb/ft³, area of the tank=6.25…

Q: 3 1. (a) An element of soil is subjected to the two-dimensional stresses shown in Figure Q1. 0,= 150…

Q: The soil profile shown consists of a layer of dry sand 4 m. thick which overlies a layer of clay…

A: Effective stress is the ratio of force at contact of particles of soil to the total area. It cannot…

Q: .A circular foundation 2m in diameter is shown in the figure below. A normally consolidated clay…

A: GivenCc=0.16 and e0=0.85 and load distribution 2:1 =H:V here n=2i Consolidation…

Q: 5. For the seepage situations shown in Figure 2, determine the effective normal stress on positions…

Q: A soil element is shown in Figure 10.34. Determine the following:a. Maximum and minimum principal…

Q: 18- Pressure applied equally on a rock: A. differential pressure B. directed pressure C.…

A: Confining Pressure applied equally on a rock.

Q: 0,90m 1m Sand e= 0.47 Gs 2.68 6m

A: Sand e= 0.7 Gs=2.68 To find Saturated Unit weight of soil and total pressure, pore pressure,…

Q: Refer to the soil profile shown. Given H1 = 9.89 m., and H2 = 5.80 m. If the ground water table…

A: Formulae used Unit weight of soil (G + es)× Yw/(1+e) For dry sand ,s = 0…

Q: From the given soil formation of the soil with the following properties is shown in the figure.…

Q: 5 KN 1 kN 1 kN -3 kN

Q: 5- Determine the stress increase at point A due to the embankment load. 10.4 m 9.1 m Unit weight =…

A: Solution- The diagram is shown below, For Load intensity (qo) is…

Q: The stresses on a failure plane in a drained triaxial test on sand are as Follows: Normal Stress nf…

Q: 2. (10 pts) Refer to Figure 1. Due to application of line load q₁, the vertical stress increase at…

Q: Problem 3.7 For the seepage situations shown in Figure, determine the effective normal stress on…

A: Solution1By considering pore water pressure::σ'=σ-uσ=20×2+3×9.81=69.43KPau=1+39.81=39.24σ'=30.2kpaBy…

Q: IV. A soil element is shown in Figure 3. (use equations) 130 kN/m² 35kN/m² 30⁰ 60 kN/m² 10 11. 12 +…

Q: Plot the variation in the effective stress (o') for the given soil profile. Plot your answer here…

Q: A soil particle is found to be subjected to a maximum stress of 14.6 kN/m², and a minimum stress of…

Q: 150 lb/in.? 60 lb/in.². D C E -90 lb/in.² 60 lb/in.2 45° A B to

Q: kN The magnitude of stresses of the soil element represented by the figure below are o, = 250; m kN…

Q: A circular foundation 2m in diameter is shown in the figure below. A normally consolidated clay…

Q: 3 m 1 m A seepage flow condition is shown in the figure. The saturated unit weight of the soil Yar…

Q: Question 1: (10) For the soil profile shown below where H1 = 5 m and H2 = 5 m: a) Calculate the…

A: Solution in Dry Sandrd = G1+erw = 2.681+0.6x9.81rd = 16.431 kN/m3in ClayrSat = G+e1+e rw =…

Q: Determine values of total stress, pore water pressure and effective stress at each soil layer then…

A: Calculating the total stress: σ=γd1×h1+γt1×h2+γt2×h3 =13.1×2+18×2.5+19.8×4.5 =160.3 KN/m2

Q: The following figure shows the stress-displacement results of four direct shear tests under…

A: From the given graph: Normal stress Shear stress (At failure) psi 10 9 20 18 40 34 80 60

Q: A soil element is shown in the figure below. 26 kN/m2 8 kN/m2 to 17 kN/m2 8 kN/m2 45° Determine the…

Q: A soil profile consisting of three soil layers is shown. Characteristics of the layers are: Layer…

A: To find effective stress at point c

Q: The sand layer shown is subjected to a downward flow of water. (52.58, 0.436, 14.36) In flow 0.70 Z…

Q: A saturated clay layer has a thickness of 10 meters with a water content of 51% and a specific…

A: Given- G = 2.72 S= 1 w= 0.51

Q: 11. Consider the downward flow of water through a layer of sand in the tank shown. (see picture…

A: The question is based on the flow of water through the layer of sand in the tank. The dimension of…

Q: 2 m e = 0.53 Gs = 2.65 A* 4 m Dry Sand B В e = 0.47 Saturated Sand Gs = 2.67 6 m a. Determine the…

A: Note :- as per our guidelines we are supposed to answer first three subparts unless asked any…

Q: Refer to the soil profile shown. Given H1 = 9.89 m., and H2 = 4.4 m. If the ground water table rises…

Q: The soil profile shown consists of a layer of dry sand 4 m. thick which overlies a layer of clay…

A: A soil profile is given as shown in the figure above in which 2 soils are given, one is dry sand of…

Q: Dry sand 6m Ydry = 16.5 kN/m³ B Groundwater table Saturated sand Ysat = 19.25 kN/m 13m Dry sand…

Q: 5m 3m 2m N.G.L Gs=2.67, e = 0.78 Sand 3 y(sat.) = 18KN/m ³ Silty Clay 20KN Ysat. m3 Gravel

A: step 1-

Q: PROBLEM 2 (15 points): The magnitude of stresses of the soil element represented by the figure below…

Q: Q2: For the soil element shown in the figure. Draw Mohr circle, locate OP (origin point), then find…

A: Soi classification can be done by many methods and it is having many types of soil like clayey,…

Q: Given the soil element, determine the following: a. Maximum and minimum principal stresses b. Normal…

Q: Q1: A sample was obtained from point A in the submerged clay layer shown below. It was determined…

A: Let us analyse the question in step 2.

Q: e soil profile in the figure below. Given H= 4m and H2=3m; lculate the total stress, pore water…

Q: 5 kN -1 kN 1 kN 3 kN -

A: Calculation of stresses:

Q: y=c'+o'tano d 20 a Figure 8.2 Inclination of failure plane in soil with major principal plane Normal…

A: Shear Strength- Shear strength of a soil is the capacity of the soil to resist shearing stress. It…

Q: 10 - During unconfined compression test on 5 cm diameter intact rock sample the force at failure…

A: Given:- The diameter of the rock sample = 5 cm = 50 mm The force at failure = 19.63 kN To…

Q: The soil profile shown consists of a layer of dry sand 4 m. thick which overlies a layer of clay…

Q: Refer to the figure below. Given: 91 = 100kN/m, q2 = 200 kN/m X1 = 3m, x2 = 3m, z = 3m Determine the…

Q: A soil element is shown below. Determine the following, Maximum Principal Stress in kPa. a. 108.8 b.…

A: The soil element in the problem is given as:

Q: oblem 3: The figure shows a granular soil in a tank. The water level in the soil tank is held…

A: G=2.68 e=0.47 h=0.9m L=6m

Question

100%

Soil mechanic

Ty = c'+o'tan o'
20
e
Figure 8.2
Inclination of failure plane in
soil with major principal plane
Normal stress, o'
(b)
According to the failure plane shown in figure, prove that:
1)
0 = 45 +
2
2)
o = o; tan( 45 +
+ 2c' tan 45+
Shear stress, t

Branch of science that deals with the stationary and moving bodies under the influence of forces.

Expert Solution

This question has been solved!

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

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps with 5 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

The column is constructed from high-strength concrete and eight steel reinforcing rods. If thecolumn is subjected to an axial force of 200 kips, determine the average normal stress in theconcrete and in each rod. Each rod has a diameter of 1 in. ?????? = 30,000 ??? and ????????? =4,000 ???.
Determine the fallowing: 1. Rmax 2. Euler's buckling stress 3. Critical buckling stress 4. Allowable compression stress 5. Ultimate compression stress
Q) If the failure of shearing stress in a steel plate is 2,300KN, determine (a) the force required to punch a 32 mm diameter hole in a 10mm thick plate and, (b) the corresponding normal stress ina punch. Explain it correctly
Q) If the failure of shearing stress in a steel plate is 2,300KN, determine (a) the force required to punch a 32 mm diameter hole in a 10mm thick plate and, (b) the corresponding normal stress ina punch. Solve it early
Q) If the failure of shearing stress in a steel plate is 2,300KN, determine (a) the force required to punch a 32 mm diameter hole in a 10mm thick plate and, (b) the corresponding normal stress ina punch.
From the figure shown, determine the inter-granular stress at point A if the Gs=2.6. From the figure shown, determine the upward seepage force if the Gs=2.6. From the figure shown, determine the inter-granular stress at point B if the Gs=2.6. Note: Kindly give me all right solutions with clear calculations.
Develop the shear stress distribution , volumetric flow rate, average velocity and point of maximum velocity for u =U
a)Calculate the stress components acting on the inclined plane AB. b)Calculate prime stresses c)Calculate the maximum shear stress Shear stress = 60 Mpa
A 2.4 diameter steel molding is lifted by 4 steel cables as shown. The mold weighs 3 kN/m. (a) what is the required diameter of wire that will not exceed the allowable stress of 120 MPa. and (b) if the wire diameter increase by 20%, find the vertical displacement of the molding.
A cylindrical block is 35 cm long and has a circular cross-section 10 cm in điameter. It caries a total compresive load of 70 kN, and under this load it becomes 32 cm. Estimate the average compressive stress over a normal cross-section and the compressive strain.
Determine poison ratio longitudinal strain 0.5 Lateral strain -0.3
The wooden section of the beam is reinforced with two steel plates as shown. If the beam is subjected to a moment of M = 5.0 kN. m, determine the maximum bending stresses in the steel and wood. Sketch the stress distribution over the cross section. Take Ew = 11 GPa and Est = 200 GPa