i need the answer quickly The effective stress (kPa) at C isA0.5 m.D.0.5 my 16.0 kN/m3Kaat = 16.5 kN/m3%3DKsat = 20 kN/m3Kx = 9.8 kN/m31 m21.50 O26.45 O28.65 O

Answered: Image /qna-images/answer/0908adac-d1b7-49cc-911f-c00e196cdc6d.jpg

Answered: The effective stress (kPa) at C is A…

The effective stress (kPa) at C is A 0.5 m y 16.0 kN/m? Ksat = 16.5 kN/m D. 0.5 m %3D Ysat = 20 kN/m? Yr = 9.8 kN/m3 1 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

Related questions

Q: Q2. Due to the application of line loads q1 and q2, the vertical stress increase, Ao2, at point A is…

A: Boussinesq's theory is used to find the incremental stress at any depth due to the load applied on…

Q: P2: A flexible L-shaped raft shown in Figure applies a uniform pressure of 60 kN/m? to the…

A: Stress Increase at Any Depth z Using Boussinesq Equation :σ=3Q2πz2[1(1+rz2)52]Where Q = Applied…

Q: The embankment shown in FIG: 1 will be modified for the construction of a parking Plaza, that will…

A: Following is the given information: Additional uniform stress, 101.00 KNm2 Height of retaining wall,…

Q: A river 5 m deep consists of a sand bed with a saturated unit weight of 20 kN/m3, yw = 9.81 kN/m3.…

A: Given- Depth of sand bed = 5m Saturated unit weight γsat=20 KN/m3 Unit weight of water γw=9.81 KN/m3…

Q: 1. Determine the increase in vertical stress at a depth of 7 m below the point B. Point loads of…

A: using boussenique's equationσ=QZ232π11+rz25/2z=7 mr1=3 mr2=5 m

Q: A flexible circular area of radius 3.3 m. is uniformly loaded by q = 315 kN/m². Determine the…

Q: 2. The ground water level in a thick, very fine sand deposit is located 2.0 m below the ground…

Q: a) determine the horizontal effective stress at A. (Ans. 53.36 kPa) b) determine the lateral…

A: For first layer,S = 30%Water Content (w) = 40%Specific Gravity of soil (GS) = 2.7For second…

Q: An embankment load on a silty clay soil layer as shown below. Determine the stress increase under…

Q: A soil stratum has two layers a 4m-thick dry sand underlain by a 5m–thick saturated sand. Dry unit…

A: Given data: γdry=16.21 kN/m3γsat=20.88 kN/m3σ'=104 kPa at the bottom of saturated layer

Q: Q.3) Detemine the increase in vertical stress at a depth 4 m below point A due to surface loads…

A: Given:- The stresses is given with different magnitude qs = 100 kN/m2 , qs = 160 kN/m2 , qs = 225…

Q: An embankment load on a silty clay soil layer as shown below. Determine the stress increase under…

Q: Compute the vertical normal stress, o, at points A, B, and C in Figure 9.11. 15.0 kN/m3: 0.9 m 2.0 m…

A: Density of soil 1, γ1 =15 KNm3Density of soil, γ2 =16.8 KNm3Density of soil, γ3 =17.2 KNm3

Q: An elevated structure is supported on a tripod. The legs are spaced 4 m apart and form the apexes…

A: The given values are:

Q: 2. The ground water level in a thick, very fine sand deposit is located 2.0 m below the ground…

Q: 2. Given a rectangular area with dimensions of 2 m by 3 m and a load of 195 kN/m, hind the vertical…

Q: Point loads of magnitude 100, 200, and 400 kN act at A, B, and C, respectively. the increase in…

A: The point load at A, B and C are 100KN, 200KN and 400KN respectively.

Q: Point loads of magnitude 100, 200, and 400 kN act at A, B, and C, respectively. the increase in…

Q: Problem (4.4): Given: q= 100 kN/m. Find: The vertical stress o, at points 0, 1, and 2 shown in Fig.…

A: Uniformly Loaded Line of Finite Length Case: Consider the free body diagram of given loading on soil…

Q: The backfill retained by a gravity retaining wall shown in Figure P16.5 consists of two sand layers,…

A: Given Data, γ1=17.5 kN/m3ϕ1=320h1=2 mγ2=17.5 kN/m3ϕ2=360h2=3 m Earth Pressure coefficient at rest…

Q: 10.17 Refer to Figure 10.47. A flexible rectangular area is subjected to a uniformly distributed…

A: Given :

Q: COURSEWORK 1: PROBLEM SET NO. 1: IN SITU STRESSES 1. A CLAY LAYER 5.44 m. THICK RESTS BENEATH A…

A: Given data:

Q: A steel storage tank 20 m in diameter will be used to hold a liquid petroleum product. When filled,…

A: (a) When the tank was empty. The effective vertical stress is given by, Here, σv0 is the effective…

Q: A circular area having a radius of 3 m carries a uniformly distributed of 90 kPa is applied to the…

Q: Two embankments loads on silty clay soils layers as shown below. Unit weights of the left and right…

A: Boussinesq theory : Boussinesq (1885) devised a theory for calculating stresses and deformation…

Q: Using equation 10.35, determine the vertical stress (Aoz) increase below the center of the loaded…

A: The given data is shown below: z=2,4,6,8 and 10m

Q: 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…

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

Q: A river 5m deep consists of a sand bed with saturated unit weight of 20 kN/m³, Yw = 9.81 kN/m³. The…

Q: The Two columns A and B situated 6 m apart. Column A transfers a load of 500 kN, and column B…

A: Given data: Column A load= 500 kN Column B load= 250 kN Distance between the columns=6 m. Z=2m

Q: Saturated clay has the void ratio of 1.65 and density of solids (or density of solid particles) of…

A: Answer We know that horizontal total stress for at rest earth pressure is given by σH = Ko*σV σH =…

Q: A circular area having a radius of 3 m carries a uniformly distributed of 90 kPa is applied to the…

Q: A river 5 m deep consists of a sand bed with unit weight of 20 kN/m3. Y. = 9.81 kN/m3. The effective…

A: Saturated density and depth of river is given and it has been asked to determine effective stress 5…

Q: H.Q 4 Point loads of magnitude 100, 200, and 400 kN act at B, C, and D, respectively (Figure below).…

Q: Q.3) Determine the increase in vertical stress at a depth 4 m below point A due to surface loads…

Q: Due to a flood the ground water rises to 0.5 m above the ground surface. The effective stress (kPa)…

A: Given data in question Unit weight of soils Depths Unit weight of water To find out Effective…

Q: An aquifer is overlain by 15 m of jointed rock. The density of the rock is 2500 kg/m. The density…

A: Note: Since we only answer up to 3 sub-parts, we’ll answer the first 3. Please resubmit the question…

Q: A water tower is constructed on a circular raft 5 m in diameter at a depth of 2 m below ground-level…

Q: subject : Geotechnical Design Book : PRINCIPLE OF FOUNDATION ENGINEERING

A: We are given the following data

Q: Calculate the Rankine active and passive forces per unit length of the wall shown and determine the…

Q: 9.) For linear stress variation over the base of the dam of Fig. 47, find where the resultant…

Q: A river 5 m deep consists of a sand bed with saturated unit weight of 20 kN/m3. Yw = 9.81 kN/m3. The…

A: Given data : γSat=20 KN/m3γw=9.81 KN/m3Depth (h)=5 m

Q: Determine the vertical stress increase 6 m below point E.

Q: A clay layer 5.61 m. thick rests beneath a deposit of submerged sand 6.16 m. thick. The top of the…

Q: An embankment load on a silty clay soil layer as shown below. Determine the stress increase under…

Q: A retaining wall 8 m high supports a cohesionless soil having a dry density of 1600 kg/m^3, angle of…

Q: A deep braced cut in clay is shown in Figure 2. a) Determine and draw the lateral soil pressure…

A: Data Given: Asked: Determine and draw lateral soil pressure distribution on the system Determine…

Q: A vertical load of 260 kN is applied to a 1.2 m * 1.2 m area at the ground surface that islevel.…

A: Given: The load is 260 kN. The area of the surface is 1.2 m x 1.2 m. The depth is 1.5 m.

Q: Soil with a unit weight of 16.97 kN/m^3 is loaded on the ground surface by a uniformly distributed…

A: Given:- q=300 KN/m2r=d2=42=2 mz=5 m

Q: Calculate the effective stress at A. 25 m Sand and- Gravel Water Table Unit Weight (y) = 20.72 kN/m?…

A: Following is the given soil profile:

Q: H.W: A layer of sand 5 meters deep overlies a thick bed of clay. calculate the vertical, horizontal,…

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 effective stress (kPa) at C is
A
0.5 m.
D.
0.5 m
y 16.0 kN/m3
Kaat = 16.5 kN/m3
%3D
Ksat = 20 kN/m3
Kx = 9.8 kN/m3
1 m
21.50 O
26.45 O
28.65 O

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

SHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum shear stress in the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch the variation of the shear-stress intensity over the entire cross section. VQ TBI = It (60 kN)Q 100 mm 100 mm 75 mm 100 mm I(300) B' VQ TR = It VQ B 150 mm I(100) V = 60 kN
7.17 A soil profile consists of a clay layer underlain by a sand layer, as shown in Figure P7.17 If a tube is inserted into the bottom sand layer and the water level rises to 1 m above the ground surface, determine the vertical effec- tive stresses and porewater pressures at A, B, and C. If K, is 0.5, determine the lateral effective and lateral total stresses at A, B, and C. What is the value of the pore- water pressure at A to cause the vertical effective stress there to be zero? GWL |1 m Y- 18.5 kN/m Clay 2m Yu- 19.0 kN/m 1.5 m Yur=17.0 kN/m Sand 2m E
SHEAR STRESS 2 If the T-beam is subjected to a vertical shear of V = 60 kN, determine the maximum shear stress in the beam. Also, compute the shear-stress jump at the flange-web junction AB. Sketch the variation of the shear-stress intensity over the entire cross section. VQ TRỊ = It 100 mm (60 kN)Q 100 mm 75 mm 100 mm I(300) B' VQ TB = VQ 150 mm It I(100) A V = 60 kN
Two columns A and B are situated 6 m apart. Colum A transfers a load of 500 kN and column B, a load of 250 kN. Determine the resultant vertical stress on a horizontal plane 20 m below the ground surface below point A. a.12.4 kPa b.232.49 kPa c.29.9 kPa d.59.8 kPa
150 MM Q1/ 30 ММ 60 MM IF: N.A I= 27 * 10° mm“ 120 MM V= 19.5 KN Determine the maximum and minimum shearing stress of the beam shown depending on the area under the taken layer during 30 ММ calculation .
150 MM Q1/ 30 ММ 60 MM IF: N.A I= 27 * 10° mmª 120 MM V= 19.5 KN Determine the maximum and minimum shearing stress of the beam shown depending on the area under the taken layer during 30 ММ calculation .
7.17 A soil profile consists of a clay layer underlain by a sand layer, as shown in Figure P7.17. If a tube is inserted into the bottom sand layer and the water level rises to 1 m above the ground surface, determine the vertical effec- tive stresses and porewater pressures at A, B, and C. If K, is 0.5, determine the lateral effective and lateral total stresses at A, B, and C. What is the value of the pore- water pressure at A to cause the vertical effective stress there to be zero? GWL 11 m Y=18.5 kN/m? Clay 2 m Y= 19.0 kN/m³ 2: 1,5m Y =17.0 kN/m Sand 2 m FIGURE P7.17
6. What is the gauge pressure at pint A, Y1 = 10 kN/m? A] Y2 = 25 kN/m3 %3D 50 cm 10 cm Figure Inclined piezometer tube. 4. -50 cm
A tensile load of 6 kN at 25 ° C was applied to a steel rod stretching between two rigid walls as shown in figure (2). If thea 12.2 pm/(m-"C), E = 200 GPa, and the permissible stress does not exceed 6 kN - 6 kN 150 MPa at -25 ° C.What is the minimum rod diameter? | SKN 4kV/m |SkN A simply supported beam subjected to three point loads as shown in the Figure . Draw shear force and bending moment diagrams. 15m
Q.5. For the velocity profile in laminar boundary layer: 3 3 7-10-10 U 28 2 Find the thickness of boundary layer and shear stress 1.5 m from the leading edge of a plate. The plate is 2 m long and 1.4 m wide and is placed in water which is moving with velocity of 200 mm/ second. Find the total drag on the plate ofu for water = 0.01 poise.
A simply supported beam 120 mm wide, 180 mm deep and 6 m long carries a uniformly distributed load of 4 kN/m.1. Compute the horizontal shearing stress developed at layer 30 mm from top for a section1 m from the left end. a. 309 kPa b. 494 kPac. 555 kPad. 645 kPa2. Compute the horizontal shearing stress developed at layer 90 mm from top for a section1 m from the left end. a. 345 kPab. 494 kPac. 555 kPad. 645 kPa3. Compute the maximum shearing developed in the beam. a. 671 kPab. 833 kPac. 584 kPad. 781 kPa
%3D Determine the reactions at A and C if P = 80KN and 0 = 50°. 2m 5m 3m 6m O Ra=63.21 kN, Rc=24.51 kN O Ra=63.21 kN, Rc=24.15 kN O Ra363.12 kN, Rc324.51 kN O Ra324.51 kN, Rc=63.21 kN O Ra=24.51 kN, Rc=63.12 kN O Ra=24.15 kN, Rc=63.21 kN B.