The shear force diagram of a beam is shown in figure below. 11 H- -2 m- -2 m- C B D 11 2 m- The bending moment at point 'E' will be 13 2m- kNm. SF (in kN)

Q: Q6) Use the Müller-Breslau principle to sketch the influence lines for the vertical reaction at A,…

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Q: Determine the reactions at the supports, then draw the shear and momont diagrams. Use the slope…

A: Given beam: To determine: Shear Force and Bending Moment Diagrams All supports are fixed

Q: Calculate the reactions at each support. Draw the shear, moment, elastic curve and axial force…

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Q: Solve the reactions, and draw the shear, moment, elastic curve and axial force diagram. And pls…

A: Given dataABCD beam is given UVL is given on span CDFINDdraw the shear, moment, elastic curve and…

Q: Determine the reactions and draw the shear and bending moment diagrams for the beams by using the…

A: Given :- A beam is given with two point load is 90 kN and 50 kN at point B & D respectively EI =…

Q: Draw the shear and moment diagram of the structure shown below.

A: Draw the free-body diagram of the beam. Write the equilibrium equation for the sum of the moment…

Q: Calculate the reaction of each support. Draw the shear, moment, elastc curve and axial force…

A: Beam with UVL and point load is given. We need to calculate the reaction of each support and draw…

Q: Q.3. Draw the Shear Force and Bending Moment Diagrams. A, D and F are rollers, B and E are internal…

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Q: Q4 Draw the influence lines for (a) the vertical reaction at B, (b) the shear just to the right of…

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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.