A line load and a point load acting on the ground surface is shown in Figure 3.2. Determine the increase in vertical stress at point A. Acd kN lab kN/m 3.am 1.b m \dm
Q: 3. An earth embankment is shown in Figure 3.48. Determine the stress increase at point B due to the…
A:
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: The Infinite line load as shown in figure has an Intensity of 600 kN/m. Determine the vertical…
A: Given data Line load intensity (q) = 600 KN/m Coordinate of point A x = 5m and z = 4m
Q: RIKN/m² to 72 kN/mス 39 kN /m? to
A:
Q: 50 and 100 kN/m vertical line loads are applied on the ground surface as shown in the figure.…
A: For, load= 50 kN/m vertical stress = (2Q/Z) (1/[1+(x/z)])2 Q= 50kN/m x= 5m, Z = 30m Therefore,…
Q: A line load and a point load are resting on the ground level as shown. Calculate for the net stress…
A:
Q: Determine the stress increase due to the embankment load at point A as shown in Figure 2. The unit…
A: Draw the figure.
Q: An embankment shown in the figure is constructed. Compute and plot the distributions of the vertical…
A:
Q: The square area ABCD shown in the figure carries a 2500 lb/ft2uniformload. Find the vertical stress…
A: The additional vertical stress developed at a depth z under any point is given by Bousinessq's…
Q: A soil element is shown in Figure 10.34. Determine the following:a. Maximum and minimum principal…
A:
Q: 2. A water tank rests on soil. The vertical stress due to the tank is 60kPa resulting to an outward…
A:
Q: Determine the stress increase due to the embankment load at point A as shown in Figure 2. The unit…
A: Given data Unit weight Depth Dimensions To find Stress at point A
Q: 2. A rectangular loaded area ABCD shown in figure below carries a load of 80kN/m? Using Fadum chart…
A: Draw:
Q: The Infinite line load as shown in figure has an Intensity of 600 kN/m. Determine the vertical…
A: Given data,For an infinite line load as shown in the figure,Intensity of loading, q=600kN/mTo find…
Q: Q#3. An earth embankment diagram is shown in Figure.1. Determine the vertical stress increase at A…
A: The embankment with sloping side show the trapezoidal load. It is necessary to calculate the…
Q: 2. (10 pts) Refer to Figure 1. Due to application of line load q₁, the vertical stress increase at…
A:
Q: A soil element is shown in Figure 3 and 4, Determine the following: a) Maximum and minimum principal…
A:
Q: Point loads of magnitude 100,200,and 400kN act at B, C, and D, respectively. Determine the increase…
A: Given :
Q: 10. A load on an infinitely long strip increases linearly from zero to a maximum of 100 kPa across…
A: Vertical stress and horizontal stress are principal stresses. The vertical stress on element A can…
Q: kN The magnitude of stresses of the soil element represented by the figure below are o, = 250; m kN…
A:
Q: | A uniformly distributed line load of 500 kN/m is acting on the ground surface. Based on…
A: Given data: A uniformly distributed line load, q' = 500 kN/m
Q: The circular flexible area is shown in the figure above. The area is uniformly loaded. Given: q= 400…
A: Given q = 400 kN/m2 L = 6 m , H = 6.6 m
Q: A rectangular concrete slab, 4.a m. x 5.d m. is shown in Figure 3.5, rests on the surface of a soil…
A:
Q: Ex2: An embankment shown in the figure is constructed. compute the vertical stress increment under…
A: Calculating q q=γ1Hq = 19.2x6q = 115.2 kN/m2 σz = ql5σz=qπB1+B2B1α1+α2-B2B1α2 Here,…
Q: A soil element is shown in Figure. Determine the following using Eqs.: a. Maximum and minimum…
A:
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…
A:
Q: Q1: Find the increase in stress in (mPa) at soil element (A) due to the application of the external…
A: Given data: Load=730 kN, 2420 kN Depth=1m It is asked to calculate the stress at soil element A…
Q: 04) From the figure below, calculate the increment stress (Ao) at depth(z=1 )meter under the point B…
A: To find :- The increase in stress due to two point load applied at points A and B 5 m apart at Z = 1…
Q: 7. For the soil element shown, determine the following: a. Maximum and minimum principal stresses b.…
A:
Q: 10.7 Point loads of magnitude 125, 250, and 500 kN act at B, C, and D, respectively (Figure 10.40).…
A: To find out the increase of vertical stress at a depth of 10 m below the point of A.
Q: PROBLEM 2 (15 points): The magnitude of stresses of the soil element represented by the figure below…
A:
Q: A. The cross-sectional area shown is subjected to V = 600 kN and M 1000 kN- m. What is the maximum…
A:
Q: Ex2: An embankment shown in the figure is constructed. compute the vertical stress increment under…
A:
Q: Point loads of magnitude 100, 200, and 340KN act at B, C, and D, respectively (in the figure below).…
A:
Q: Refer to Figure 10.41. Determine the vertical stress increase, Ar, at point A with the following…
A: Vertical stress increase at the given point beneath the ground surface is given by a formula.…
Q: 4. The plan of a flexible rectangular loaded area is shown in the figure below. The uniformly…
A:
Q: The plan of a flexible rectangular loaded area is shown in Figure 6.30. The uniformly distributed…
A: Solution: The equation for determining the increase in stress on a flexible rectangular area at a…
Q: bi ELABORATE Try solving the following problem: Practice Problem: Refer to Figure 3.8. Determine the…
A:
Q: An embankment shown in the figure is constructed. Compute and plot the distributions of the vertical…
A: We are authorized to answer one question at a time, since you have not mentioned which question you…
Q: 1. From the given figure below, determine the following: a. Maximum shearing stress of the beam b.…
A: As per Bartleby guidelines we are supposed to do only 1st problem with its all three parts so I…
Q: Refer to Figure, q1 = 90 kN/m; q2 = 325 kN/m; x1 = 4 m; x2 = 2.5 m; z = 3 m. the vertical stress…
A: Two line loads are given q1 and q2 We are required to calculate the increase in vertical stress due…
Q: Figure P.8.12 shows an embankment load on a silty clay soil layer. Determine the stress increase at…
A:
Q: 8. The following figure consists of a line load and point load acting on the surface of a soil mass…
A: Given data: q=50 kN/m Q=100 kN X1=4.5 m X2=3.5 m Y2=2.5 m Z=6 m
Q: 9. Referring to figure below, Calculate the distribution of vertical stress along a vertical plane…
A: Given: The depth is 4 m. Consider the figure,
Q: An earth embankment is shown in the figure. Determine the stress increase at point B due to the…
A: Consider the given diagram.
Q: The area shown in the figure carries a uniform pressure of 200 kPa. Find the total vertical…
A:
Q: An earth embankment is shown in Figure 10.44. Determine the stress increase at point A due to the…
A: In hydraulic engineering and flood control, embankments are used to hold water back and for flood…
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
a= 3
b= 0
c= 4
d= 7
Step by step
Solved in 2 steps with 1 images
- The force p is applied at d=50 mm from the bottom as shown in the figure. Compute the normal stress at section a-a at the specific points. What is the normal stress at point B in MPa if p=85kN? 200 200 mm -300 mm-A beam of rectangular cross-section 40 x 20 mm is loaded with tensile force 1000 N as shown in figure. A B BO Calculate the shear stress on oblique plane at 0 = 45° A 0.625 MPa C 0.31 MPa F D 1.25 MPaProblem 1. From the given beam and loading in the figure. a. Determine the neutral axis of the beam measured from the bottom of the beam. b. Determine the centroidal moment of inertia. c. Determine the largest value of P if the allowable normal stress in tension is 80 MPa and 140 MPa in compression. 96 mm 12 mm T 12 mm 48 mm 0.25 m 0.5 m 0.15 m
- Two solid cylindrical rods support a load of P = 22 kN, as shown. Rod (1) has a diameter of 12 mm and the diameter of rod (2) is 16 mm. Determine the axial stress in each rod. Use positive for tensile stress and negative for compressive stress. 4.8m Answers 0₁ = 0₂ = 2.7m (1) 2.2m (2) MPa. MPa. 2.2mA solid circular shaft of diameter d is subjected to a torque T. the maximum normal stress induced in the shaft is O a. 32T/nd^3 O b. Zero O c. 8T/nd^3 O d. 16T/Ttd^3Problem example Example 7-5: The state of plane stress at a point with respect to the xy- axes is shown in the figure. Using Mohr's circle, determine (a) The principal stresses and principal planes and sketch the results. (b) The maximum shear stress. Draw Mohr's circle 78.75 MPa 33.61 MPa 22.11 MPG 3. Op
- 1. In The given figure, calculate A. The resultant force at joint C in KN B. The resultant force at joint A C. The stress at Rod BC if it has an area of 150mm x 150mm.6. A simply supported beam and its cross-section is shown in the figure. a- Draw the complete shearing force and bending moment diagrams. b- Determine the value of the side of the square (a) if the safe bending stress in the material is 100 MN/m?. c- Determine the maximum shearing stress in a section 1.3 m from A. 10KN/m 15KN.m a a A B a a 2m 2.5m 5m Cross section2. A steel wire 30 ft long, hanging vertically, supports a load of 500 lb. Neglecting the weight of the wire, determine the required diameter if the stress is not to exceed 20 ksi and the total elongation is not to exceed 0.20 in. Assume E = 29 × 106 psi.Answer: d= 0.1988 in
- Figure 1a shows a concrete beam supported by twosolid circular columns. Column AB is made from steeland column CD is made from aluminium, see the stressstrain graphs in Figure 1b. The concrete beam issubjected to the load P as shown in Figure 1a.1. Determine the normal stress in column AB andcolumn CD. 2. Determine the relative change in angle of point Cto A in degrees. Given: P= 100KN L1= 3m L2= 2m L3= 1m dAB= 60mm dCD= 60mmO =20 kN txy E-25 kN Oy =20KN Ox =10KN Txy e1 45 degree =-25 kN =20 kN Using Mohr's circle, determine : The magnitude and direction of the maximum stress, draw all components of stress on the particle.20 ksi 40 ksi 60 ksi The differential element above represents the state of plane stress at a point in a steel beam. Which of the following best represents the magnitude of the second principal stress (02) at the point? 76.6 ksi O 63.3 ksi 36.6 ksi 60.0 ksi