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

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

A:

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: Consider a fillet section subjected to a tensile force F. Knowing that the fillet section has a…

A:

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: Two solid bars support a load Pas shown. Bar (1) has a cross-sectional area of A1 = 4250 mm2 and an…

A:

Q: A thin triangular plate PQR forms a right angle at point Q. During deformation, point Q moves to the…

A: u=2.9mm v=3.2mm C=615mm

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

A:

Q: The strains measured with a 600 -strain rosette are ϵa = R/3 x 10-6 , ϵb = - R/2 x 10-6 , and ϵc =…

A: A 600 rosette εa = R3×10-6εb = -R2×10-6εc = R8×10-6E = 200 GPaμ = 0.3R = 993

Q: Problem 4 The horizontal force of p 85 kN acts at the end of the plate. The plate has a thickness of…

A: Given that:  P=85 kN and d=50 mm

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

A:

Q: The rectangular bar has a width of w= 2.75 in. and a thickness of t = 2.00 in. The normal stress on…

A: Given : W = 2/75 in. t = 2.00 in Normal stress on plane AB of the rectangular block is 6ksi

Q: The steel rod has a radius of 1.25 in. If it is subjected to a shear of = 5 kip, determine the…

A:

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: 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: 2. The lap joint is connected by three 20-mm-diameter rivets. Assuming that the axial load P = 90 kN…

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Q: For the structure below, assume that a = 60 in., b = 90 in., c = 40 in., and d = 50 in. Determine…

A: The given structure is analyzed by using the equation of equilibrium forces. The sum of all forces…

Q: 4. The normal stress on plane pq of a prismatic bar in tension (see figure) is found to be 7500 psi.…

A:

Q: Part AB of the bar has a circular cross section with 15-mm radius, and part BC has a circular cross…

A: Objective: To determine the normal stress on perpendicular planes to the bar's axis in part AB and…

Q: Two solid bars support a load P as shown. Bar (1) has a cross-sectional area of A1 = 3450 mm2 and an…

A:

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

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.