A thin triangular plate PQR forms a right angle at point Q.  During deformation, point Q moves to the left by u = 2.4 mm and upward by v = 5.8 mm to new position Q′.  Determine the shear strain γ at corner Q′ after deformation.  Use c = 730 mm, α = 25°, and β = 65°

Q: rtical planes at the point are Sx= 22 ksi, S, = 6 ksi, and Sy 13 ksi %3D Draw Mohr's circle for this…

A: σx=22ksiσy=-6ksiτxy=-13ksiRadius of the…

Q: Problem 5: The stresses on the x-y-axes are o, = 8 ksi, o, = 12 ksi, and T₁ = -5 ksi. Draw the…

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Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 3050 mm² and an…

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Q: A roller at P slides in a slot as shown. Determine the deformation in bar AP and bar BP by using…

A: step 1-

Q: The internal shear force at a certain section of a steel beam is V=7.2kN.  The beam cross section…

A: Given:- Shear force, V=7.2 KN To find:- a Shear stress at point Hb Shear stress at point Kc Maximum…

Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

A: Using transformation equation

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 3750 mm² and an…

A: Given Area and stress in rod 1 is 3750 mm2 and 115 mpaArea and stress in rod 2 is 3150 mm2 and 130…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: Assume β = 50°. (a) Draw Mohr’s circle for this state of stress. (b) Determine the principal…

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Q: Eg = 40(10), Eb = 980(10*), ɛc = 330(10*) 1) Calculate the strain %3D %3D %3D

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Q: a B. u R Answer: prad Y = i

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Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A1 = 3550 mm? and an…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A: Calculate principal stresses at point

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: A 24-mm-diameter solid shaft is subjected to an axial force of P = 4700 N, a horizontal shear force…

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Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ - 4000 mm² and an…

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Q: wo solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 2750 mm² and an…

A: A1=2850mm2 A2=4500mm2 X1=1.7m Y1=1.1m X2=3.8m Y2=3.2m To find maximum allowable load

Q: Use Method of Consistent of Consistent Deformation to solve the horizontal reaction at D in kN of…

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Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 4900 mm² and an…

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Q: at a point is given b a and Txy = 100 MP- ss in MPa is

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Q: A hydraulic punch press is used to punch a slot in a 0.60-in.-thick plate, as illustrated in the…

A: We will find shear area and multiply with stress.

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A₁ = 4000 mm² and an…

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Q: 8. Compute the total deformation of bar ABC with a uniform thickness of 15 mm. Use E = 30 GPa. 20 mm…

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Q: Determine the shear strain γ at corner Q′ after deformation.

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Q: Current Attempt in Progress Consider a point in a structural member that is subjected to plane…

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Q: Two solid bars support a load P as sl has a cross-sectional area of A₁ = 2: an allowable normal…

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Q: 4 m A А 3 m b kN

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Q: Problem 5: The stresses on the x-y-axes are o, = 8 ksi, o, = 12 ksi, and T = -5 ksi. Draw the Mohr's…

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Q: his state of stress. (b) Determine the principal stresses (σp1>σp2) and the maximum in-plane shear…

A: σx=17ksiσy=-11ksiτxy=-17ksiRadius of the…

Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stresses…

A: Given data:σx= - 4 ksiσy= 18 ksiτ= 15 ksi

Q: If M=50 kN-m, what is the bending stress at the center of the upper hollow circle about the z-axis?…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: For the given plane stress state Ob=120 MPa, te= 100 MPa and oa=150 MPa , a) Calculate the stresses…

A: Consider the figure shown below.

Q: Problem 5: The stresses on the x-y-axes are o, = 8 ksi, o, = 12 ksi, and Ty = -5 ksi. Draw the…

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Q: At a point A in a stressed body, the maximum shear stress (Imax = 12.21 ksi) and the corresponding…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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Q: The stresses shown act at a point on the free surface of a machine component. Normal and shear…

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Q: Consider a point in a structural member that is subjected to plane stress. Normal and shear stress…

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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.