Use Mohr's Circle to determine the stresses on plan BD for the element shown below. 26.4 psi 3.7 psi 11.8 psi 30° А 17.5 psi 6 psi , 8 psi 60° 45° B 8. 8 psi 24 psi

Q: inclined at 30° to the known directions of the In a stressed member , *0 retio u = 0.3. Determine…

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Q: 3. The lap joint is connected by nine 20-mm diameter rivets. Assuming that the axial load P = 150 kN…

A: The load applied to lap joint,P =150 KNThe load is equally distributed to 9 rivets.the dimesion of…

Q: 30 K 15 20 15 130 20 Ratio of major principal stress to minor principal stress up to two decimal…

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Q: Plot Mohr's circle and label the principal stre Find the magnitude and directions of the prin Find…

A: Radius of the circleR=(σx-σy2)2+τxy2R=(20+1002)2+-352R=69.46kPAσAVG=σx+σy2=20-1002σAVG=-40kpa

Q: 150 N/mm2 as shown in

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Q: A block of dimension 300x100x100 mm subject to normal stress of 300 N/mm2, 50 N/mm² and shear stress…

A: Given  Normal stress in x direction = 300 N/mm2  Normal stress in y direction= 50 N/ mm2  Shear…

Q: I jp. sin. 05 in. B. 3 kip A9 kip 8 kip Lc-2 kip

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Q: inclined at 30° to the known directions of the In a stressed member , *0 retio u= 0.3. Determine the…

A: Let normal principal strain in x & ydirection are E1 & E2Ex1 = Ex+Ey2 + Ex-Ey2 cos2θ2 +…

Q: principal stresses. The strains measured in these inclined at 30° to the known directions of the…

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Q: A = 2000 mm² A = 900 mm² B 503 mm 257 mm 355 mm The steel rod is stress-free before the axial loads…

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Q: inclined at 30° to the known directions of the respectively. E = 2.1 x 10$ N/mm? and Poisson's In a…

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Q: 3. The plate as shown weighing 25 kN is raised by a cable sling. The cable sling has the identical…

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Q: e. If shear stress along a plane is 3.469 x 10" Pa cohesion between the two sides of the…

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Q: 1 - A bronze rod 3 m long with a cross sectional area of 320 mm² is placed between two rigid walls…

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Q: The two bars shown in the figure are used to support a load P. When unloaded, joint B has…

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Q: C Situation 7 - A rectangular bar 50 mm x 75 mm in cross-section is subjected to a tensile force P =…

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Q: For the following plane reinforcement, determine the axial stress in the element 1. Consider P = 300…

A: L1 = L2 = 40 in P = 300 lb Area of cross section = 2 in2.Angle θ = 45Let T be the tension in each…

Q: FlauRE A FIGUPE B

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Q: calculate A. The resultant force at joint C in KN B. The resultant force at joint A C. The stress at…

A: Answer  A. Calculation of resultant force at C We are given resultant force F = 190 KN due to…

Q: The box beam in the figure is made of four pieces of wood nailed to each other as shown.Since the…

A: Given-  a= 16 b= 38 c= 32 d= 190  F= 160

Q: principal stresses. The strains measured in these wo strain gauges are fixed such that they are two…

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Q: inclined at 30° to the known directions of the principal stresses. The strains measured in these…

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Q: MA

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Q: The force P =25 kN is applied to the bracket as shown in the figure. Compute the normal stresses…

A: A bracket is given as shown in the figure above in which force p = 25kN is acting and it has been…

Q: Problem 1 In figure shown below. 30° 200 N 40° B a Determine the tension in segment AC. b. Determine…

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Q: For of the beam shown, calculate the magnitude of the bending stress (in psi) at a point 1.61 in…

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Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

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Q: 1. The cross-sectional area of bar ABCD is "X" mm². Determine the maximum normal stress in the bar.…

A: The formula to calculate the normal stress is given by, σ=PA                    ...1 Draw the…

Q: b a d

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Q: If P = 8.571 kN, determine the stress in member CE assuming that the area in steel is 24 mm^2.

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Q: Find the Normal Stress at points A, B, and C in the Rod below. Dimensions given are diameters. 1 in.…

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Q: ected to the stresses σxx = 2,900[kP a], σyy = 9,100[kP a] and τxy = −3,750[kP a]. Using Mohr's…

A: σx=2900kpaσy=9100kpaτxy=-3750kpaRadius of the circleR=(σx-σy2)2+τxy2R=(2900-91002)2+-37502R=4865kPA

Q: or the beam shown, calculate the magnitude of the bending stress (in psi) at a point 1.1 in from the…

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Q: 11.68 The rectangular plate shown is subjected to a uniaxial tensile stress of 2000 psi. Compute the…

A: Given:- Uniaxial tensile stress is σ=2000 psiPlane forming an angle isθ=30o To find:- Tensile…

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.