3. A rigid bars shown in the figure are separated by a roller at C and pinned at A and D. A steel rod at B helps support the load of 50 KN. Compute the vertical displacement of the roller at C Answer: displacement = 2.82 mm E = 200 X 10° N/m2 = 300 mm? %3D A 50 kN L 3 m %3D 2 m 2 m A B C 1.5 m 3 m

Q: Q1: The horizontal rigid beam ABCD is supported by vertical bars BE and CF and is loaded by vertical…

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Q: A rectangular bar of length L has a slot in the central half of its length. The bar has width b,…

A: Given Data : L=400 mm b=51 mm t=11 mm E= 64 GPa P= 32 kN

Q: per the attached figure:  a shear force of V = 448 kN is applied to the box girder. determine the…

A: A shear force of V =448 kN is applied to the box girder.Find the moment of inertia (I) of the box…

Q: The rigid body shown in the figure is subjected to the indicated force system. Determine the forces…

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Q: olem 4.7 The truss is made of three A-36 steel members, each having a cross-sectional area o ▼ Part…

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Q: A non-prismatic rod is attached between two supports as shown in figure. It is subjected to axial…

A: Given :- E =200 GpaAAB= 300 mm2    =450 mm2

Q: b) With the vertical spring, determine the overall stiffness of the system with both the force and…

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Q: (2) (1) Pe с B L2 Li

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Q: 6 m 3 m 3m 30 kN 4 m F 4 m 4 m H. 4 m A B Figure (a)

A: Using method of joints to calculate the forces in each member of the truss. Support reaction at A=…

Q: Determine the normal force at section passing through point E. Express your answer to three…

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Q: The beam in Figure 2 is pin supported at A and roller supported at B. Calculate an equivalent…

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Q: Determine the shear force V (in kN) and bending moment M (in kN · m) just right of the 6.1 kN load…

A: Given simply supported beam

Q: For the simply supported beam with the given cross-section, the shear force diagram has been…

A:

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.