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: Determine the reaction at pins at A, B and C and fixed support at D. Answer in component form. Take…

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Q: Use Force Method to determine the reactions at the supports A, B, and C. El is constant. 6ft- 12 kip…

A: Given: Required: Reaction forces using force method of analysis

Q: 50KN 50KN A B 5m 5m 5m 5m

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Q: What is the maximum moment at midspan in the following beam? P, Pz

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Q: 104 kN/m 5@2 m = 10 m

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Q: L/2 L A В

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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: Draw the shear and bending moment of the load. Start first with determining the value of reaction…

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Q: Portal Method |ookN 3. 5m E 200KN to sm 8m H IL

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Q: 2. Find the Maximum Shear and Moment. 20 kip 24 kip 20 kip 40 kip 24 kip/ft 15 ft 30 ft 15 ft-

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

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Q: 4. Determine the reaction at the support A of the propped cantilever beam. Use the CONJUGATE BEAM…

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Q: Derive the shear and moment equations 200 N In 1000 N/m 60 N.m 0.2|0.2 0.6 m 0.2

A: Derive shear and moment equations

Q: 55 kN 64 kN 100. kN/m D B Im 3m * Im R1 FIGURE A R2

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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: 100 kN Frictionless pin 75 kN/m 55 kN/m 60 kN-m B |D 2.5 m 1m 1.5 m 3 m

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Q: Solve for the reactions. Draw the Shear, Moment, Elastic Curve and Axial Force Diagram

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Q: Determine the vertical reaction at support D in KN. Determine the maximum shear force in KN.…

A: Given data  Find support reaction, maximum shear force and maximum positive and negative moment.…

Q: What method of truss analysis is best used in analyzing influence lines for trusses. | Zero Force…

A: Method of joint and method of section is used to find force in truss members.

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: 25 kN/m A B -8 m- -8 m- E = 70 GPa I= 1,300 (106) mm² (Assume 50mm settlement @ Support B) C

A: Given data  E = 70 GPA = 70 × 103 N/mm2 I = 13 × 108 mm4  ∆B = 50 mm = 0.05 m

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: find reaction forced and draw shear and moment diagram. also the deflected shape

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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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Q: of 3x+ 2000lb aft FR₂

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Q: 40kN/m 210kN E B D 8m 8m 4m 4m I I a. Using the force method draw the primary structure for the beam…

A: (a)the primary structure for the beam is shown below compatibility: we require relative rotation…

Q: #2 Draw the shear and moment diagrams for the beam. W kN/m A 2 m -3 m B W= 29 kN/m

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Q: The steel beam is fixed at A and supported by a roller at B. El is constant throughout the beam. A.…

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Q: Determine the reactions at the supports A, B, and C; then draw the shear and moment diagram. El is…

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Q: a) Draw the shear diagram of the beam (label completely) b) Draw the moment diagram of the beam…

A: A loaded beam is given and it has been asked to determine shear force and bending moment diagram and…

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.