Compute the vertical stress increment

Q: A strip load of q = 900 lb/ft2 is applied over a width, B = 36 ft. Given: %3D 21 ft the increase in…

A: VERTICAL STRESS DUE TO LIVE LOAD

Q: thin cylinder have inner radius 210 mm and thi mm subjected to an internal pressure of 4 MPa…

A: Radius (r) of cylinder=210mm Thickness (t)=5mm Internal pressure (p)=4MPa To find circumferential…

Q: DETERMINE THE AVERAGE NORMAL STRESS DEVELOPED AT MEMBER A, B&C. THE DIAMETER OF EACH SEGMENT IS…

A: Draw the FBD of each segment such that equilibrium is satisfied. The use the definition of stress as…

Q: avg Oavg KSI The bar shown, thickness t= ½", width, D= 3" and a hole of radius, r= 0.675" is under…

A: Given- D=3"r=0.675"σavg=4Ksi

Q: The $40 mm round steel shaft shown below is subjected to a bending moment of 1.6 kN-m and a torsion…

A: Steel shafts, which are often composed of carbon steel but can sometimes occasionally be constructed…

Q: 1. Consider Figure FE 1. In reference to the figure, prepare a concise explanation of relationship…

A: When a load is applied to the soil surface, it increases the vertical stresses within the soil mass.…

Q: #6 #7 Layer I H₁ = 9 ft Ydry=100 lb/ft³ Layer I H₁ = 4 m Ydry = 16.2 kN/m³ Layer I H₂ = 21 ft Ysat =…

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Q: 2. For the given stress element determine a) the principal stresses and the maximum in-plane shear…

A: Given data- stress in the x-direction-σx=-50 MPaNegative sign because the stress is…

Q: According to the general shear stress formua, shear stress distribution on a rectangular crosss…

A: This question is related to the Solid Mechanics from Civil Engineering. Given Data -   Crosss…

Q: Determine average circumferential stress?

A: Given data,   A thin cylinder having following data observed is;  Radius, r= 210 mm Thickness, t= 5…

Q: Calculate the corresponding depth of uniform stress block in a reinforced concrete beam 47*10 deep…

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Q: Determine maximum principal stress

A: Given data : The value of normal stress in Y direction (σY)=75 MPa The value of normal stress in X…

Q: The vertical compressive stress at a point in a soil is 100 kN/m² while the horizontal compressive…

A: Vertical Stress at point - 100 kN/m2 Horizontal stress at point - 62 kN/m2 To find-

Q: Determine the strain energy by considering effect of the normal stresses. E=200GPa 80 kN 80 kN W310…

A: Normal stress = PA=80+800.310x0.074=6975 kn/m2 Strain = σE=6975200=35 Strain energy =…

Q: What would be the change in effective stress at point A if the water table rises to ground level?…

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Q: A thin cylinder have inner radius 210 mm and thickness 5 mm subjected to an internal pressure of 4…

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Q: A rectangular rosette gives the following strain readings: o = 8 x 10-4, E45 = 11 x 10-4, and E90 =…

A: Strain readings-ε0=8×10-4ε45=11×10-4ε90=-15×10-4 To find-

Q: The principal stresses at a point in a bar are 160 N/mm² (tensile) and 80 N/mm² (compr.). The…

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Q: n 2: If the force Fx = 100 k s of the plate =t 1 in

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Q: For the given figure below and its properties, calculate the stress at the bottom where at the fixed…

A: We will calculate moment at fixed end and use bending equation.

Q: How does the vertical stress can be calculated?

A: The cumulative vertical stress performing at such a point just below the surface of the ground being…

Q: Find the stress resultants N, V and M, draw the diagrams of the stress resultants (N,V,M)

A: Stress ResultantsN= -7 kN (Compression)V= 18 kNMmax= 54 kN-m  As seen on the diagram at explanation…

Q: Determine the maximum normal stress, the maximum normal stress, and the average constant stress in…

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Q: A 4m^2 sectional load of 100 kPa is distributed evenly on ground surface. Find the following : A.…

A: Given,area(A)=4m2Pressure=100kpaload(Q)=pressure×AreaQ=1004Q=400 KNAccording to boussinesq's…

Q: A thin cylinder have inner radius 235 mm and thickness 6 mm subjected to an internal pressure of 5…

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Q: At a point in 2D stress system ox = 130 N/mm², oy = Txy=40 N/mm². What is the radius of the Mohr…

A: Given: A point in 2D stress system, σx=130 Nmm2σy=τxy=40 Nmm2 Stress drawn with a scale of 1 cm = 10…

Q: y 10 kN 30 cm 10 cm 50 cm 10 cm 300 cm C A OD=-104.16kPa oc=-62.5kPa OA=-20.84kPa OB=-187.5kPa Hint:…

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Q: Use the approximate method to estimate the stress (kPa) under the center of a rectangular loaded…

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Q: Situation 3: 200.02 kN 75.05 mm 50.05 mm 15.05 deg 200.02 kN 1. Tensile stress at section A-A 2.…

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Q: 100 mm 100 mm 300 mm If calculating the maximum shear stress, what is the value of Q?

A: It is required to find the value of Q in calculating the maximum shear stress.

Q: A thin cylinder have inner radius 210 mm and thickness 5 mm subjected to an internal pressure of 4…

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Q: 5/5 find the normal stress at left of point C 100 AN C D 50 KN 40 mm 70 10N 20 mm 30 mm 100 mem 300…

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Q: 1. Determine the normal stress caused by the load in the drawing below. The cylinder is hollow with…

A: Given:- The outside radius of the hollow cylinder = 6 in The inside radius of the hollow cylinder =…

Q: A post in a rectangle form is subjected to force P. Given the values P = 6969 N, b = 69 mm, h = 96…

A: Given: P = 6969N b = 69mm , h = 96mm and e = 40mm Required : Maximum stress in post

Q: Determine the maximum value of Q of the Transverse Shear Stress formula (T - VQ/(I)] in mm for the…

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Q: Q- In LSM instead of 0.002 strain in parabolic stress section, it is assumed that new strain for…

A: Given- In LSM instead of 0.002 strain in parabolic stress section, New strain for parabolic stress…

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: n a particular project, the vertical compressive stress at a point of focus in a soil is 100 kPa…

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Q: ver rectangular section of RC

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Q: Determine average circumferential stress?

A: Given,  Radius,r= 235 mmthickness,t= 6 mmpressure,p= 5 MPaDetermine average circumferential stress ?

Q: according

A: Given

Q: Question: What is the effective vertical stress at Point A? Ym = 109 pcf 12 ft Layer 1 Ysat = 111…

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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.