When an axial load is applied to the ends of the two- segment rod shown in Figure P2.1, the total elongation between joints A and C is 7.5 mm. The segment lengths are a = 1.2 m and b = 2.8 m. In segment (2), the normal strain is measured as 2,075 um/m. Determine: (a) the elongation of segment (2). (b) the normal

Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

A: Given Data  Total elongation of bar between A and C = 0.22 in  Normal strain in segment-2 = 1900…

Q: ) Write the equation for the neutral axis in the cross-section. b) Draw the normal stress…

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Q: A 9 (1) (2) B C a L

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Q: vertical planes at the point are S-12 ksi, Sy-37 ksi, and Sy-23 ksi. (a) Determine the principal…

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Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

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Q: determine the principal stresses at the point.

A: Principal stresses

Q: The state of stress at a point is the result of two loadings as shown in figure. When acting alone,…

A: For the two loadings act simultaneouslythen resultant (absolute) shear stress at that point with…

Q: Point A in a beam is deformed such that the strain components are ɛx = -1380 µɛ, ɛy = -880 µɛ, Ez =…

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Q: As shown in the figure below the two planes PQ and QR are having shear stress of 40 MPa. The plane…

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Q: A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not…

A: A solid circular torsional member OPQ,

Q: 50 MPa 80 MPa 80 MPa 25 MPa 50 MPa

A: Solution:- Major principal stress, σP1=σx+σy2+σx-σy22+τxy2       =-80+502+-80-5022+252…

Q: Rigid bar BC is supported by aluminum rod (1) and bronze rod (2), as shown in the figure.  Aluminum…

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Q: Two thin-walled tubular members made of the same material have the same length, same wall thickness…

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Q: Analyre the trusses shown.EA constant 12 kN 10 KN 2 im 2 m 2 m

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Q: Determine the reaction at the roller at C of the beam shown below. Take EI= constant. Use the Method…

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Q: Determine the reaction at the roller at C of the beam shown below. Take EI= constant. Use the Method…

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Q: Determine the total strain in the bar shown in Figure 2.

A: Find load at Distance xat L=0 load =3qoat L=L load =0at x=?3qo-00-L=qx-0x-Lqx=3qox-LLload at…

Q: 1. The lap joint in Figure 1 is connected by three-20 mm diameter rivets. Assuming at the axial load…

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Q: If member AB elongates 10 mm as a result of the applied load as shown, determine the normal strain…

A: given:

Q: A solid circular torsional member OPQ is subjected to torsional moments as shown in the figure (not…

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Q: Q1 : In the mechanism shown in the Fig below, two fixed rods (1), (2) are affected the action of…

A: Given:- F=150kN A=1100mm2 a=2.1m b=3m c=2.4m E=200GPa Area of rod 1 = A Area of rod 2=2A To find:-…

Q: Two rods, A and B, of equal free length are elastic. Both hang vertically 0.6m apart and support a…

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

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Q: 3.20 Determine the displacements and Green-Lagrange strain components for the deformed configuration…

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Q: Determine the reaction at the roller at C of the beam shown below. Take EI= constant. Use the Method…

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

A: Given data, u = 1.5 mmv = 4.3 mmc = 710 mmα = 32° β = 58°To find out the shear strain γ at corner Q′…

Q: Determine the force in member CD of the truss shown in the figure. Circled values are areas in…

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Q: Q1. C The solid 100-mm-diameter steel cantilever shaft shown in Fig. 1 is subjected to an axial…

A: To determine  The state of stress at point A Principal stresses and shear stress FOS from maximum…

Q: 12 kN 10 AN 2m 2 m

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Q: A thin strap is wrapped around a solid rod as shown in Figure 1a. Determine the principal stresses…

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Q: When an axial load is applied to the ends of the bar shown in the figure, the total elongation of…

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Q: As shown in the figure below the two planes PQ and QR are having shear stress of 40 MPa. The plane…

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Q: A two-bar system has the configuration shown in the Figure Q1 below. The cross-sectional area for…

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

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Q: use method of consistent deformation in analyzing the rigid frame shown 25 kN/m B p = 220 kn 6 m

A: Fig1 Fig 2

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Q: 2.22 Given o xx = 20 MPa, o y = -10 MPa, and oxy =-20 MPa, find the principal stresses and principal…

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

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Q: The stresses acting on element B (see figure part a) on the web of a wide-flange beam are found to…

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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.