1. Will Mb increase or decrease. Explain why. 2. Solve Mb using THREE-MOMENT EQUATION. 3. Determine the settlement in beam, such that Mc^(intermediate) and draw the shear and bending moment diagrams with Mc=0.

Q: 454 For Problems 20.17 through 20.20, use the matrix approach to solve fo the member end forces. In…

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Q: 4. The cantilever beam AB is of uniform cross section and its load is shown in figure 4. El for beam…

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Q: 125 kN 125 kN (1) 4.2 m 175 kN 175 kN B (2) 5.0 m A The roof and second floor of a building are…

A: Thank you for the question . As per code we are allowed to answer three subparts at a time so we are…

Q: vertical bar is loaded with axial loadsat points B, C, and D, as shown in the figure. Thebar is made…

A: To Determine Displacements at points B, C, and D

Q: 6. The maximum internal bending moment of any beam is located where the maximum internal shear is.…

A: 6. The maximum internal bending of any beam is located where the internal shear force is zero.…

Q: 1 of 1 60 60 53.130 53.130° 53.130° \53.130° A B D

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Q: For the following indeterminate beam (with SI = 1) determine the reactions then draw the shear and…

A: static indeterminacy SI=1  and EI=constant for all members

Q: For the truss shown in the figure, determine the horizontal displacement at joint C due to the…

A: To find the horizontal displacement at the point C in the given truss

Q: For the beam and loading shown, (a) Use discontinuity functions to write the expression for w(x).…

A: Given: A cantilever beam  Required : (a) Use discontinuity functions to write the expression for…

Q: beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

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Q: X 9m 3. In term of x, w is 4. Shear equation is B 1. Use E = 200,000 MPa. deflection is equal to 18…

A: "Since you have posted a question with multiple sub parts, we will provide the solution only to the…

Q: o Given: A solid circle rod which is 3 m long with a diameter of d 30 mm. The rod has an applied…

A: Given data - L = 3 m P = 85 KN d = 30 mm E = 70 GPa Poisson ratio = 1/3 Find out - Elongation of the…

Q: The simply supported beam shown below is homogeneous, prismatic and has a distributed axial load of…

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Q: A beam AB bears the force as follows, and the flexural stiffness of the beam section is constant EI:…

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Q: The beam shown in the Figure q2 below is a continuous beam of 2 spans. Determine the reactions at…

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Q: A beam is loaded and supported as shown. (a) Use the double-integration method to determine the…

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Q: For the beam and loading shown, (a) Use discontinuity functions to write the expression for w(x).…

A: For the beam and loading shown,(a) Use discontinuity functions to write the expression for w(x).…

Q: A cantilever beam AB is loaded as shown in Figure 1. EI is constant for the beam. L = 2.7 m and P =…

A: Slope of the beam at B using the moment area method.Vertical deflection at B using the conjugate…

Q: A 240mm diameter circular simply supported beam carries a concentrated load, uniformly distributed…

A: The question is based on the simply supported beam subjected to uniform, varying, and point load.…

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.