Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 51 kN w = 36 kN/m If the deflection is downwards, answer in negative value. P₁ (kN) w (kN/m) 4m 2.2m B

Q: Substitute: D=72, F=2060 Determine the friction between the block and the plane in the figure and P…

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Q: Using both Three-Method Equation and Slope Deflection Method. De support reactions of the beam

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Q: 1. Assume El to be constant, E=200 GPa, I=500 x 10^6 mm^4. * 12 kN 12 kN 12 kN 2 kN/m B |D E| 1m 2m…

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Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: Finding deflection at point B : considering beam with uniformly distributed load with help of double…

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Q: L = 2.7 m, P = 49 kN, and w = 26 kN/m. B VA =| mm.

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Q: Determine the displacement at C and the slope at B. E = 200 GPa, I = 70(10°) mmª by using 1. the…

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Q: From the structure shown. E = 200 Gpa, I = 200x10^6 mm^4. Let Q = 25 2EI 4 m QkN B * ΕΙ Hinge 3 m…

A: Given data  E = 200 GPA = 2 × 105 N/mm2  I = 200 × 106 mm4 = 2 × 108 mm4  Q = 25 Find. 1.…

Q: 2. Let L = 9 m, a = 3 m, w = 5 kN/m and P = 12 kN/m. El is constant. The overhanging beam is loaded…

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Q: Please solve for the moments only by the doing the slope deflection method.

A: To find the final end moments in the given frame by slope deflection method.

Q: From the beam shown below, dete beam. Use Moment-Area Method.

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Q: From the given figure, compute the maximum deflection and rotation at the free end of the cantilever…

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Q: Situation 4 - Using double integration method, determine the slope and deflection at 'a' distance…

A: Given:Required:Deflection and slope at 'a' distance from left support

Q: 1. Solve for the slope and deflection at point B using Conjugate Beam. Assume El as constant. 4 kN/m…

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Q: Integration mine the deflection at midspan between A and B by

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Q: GIVEN: W= 215N/m a = 5m El is constant A. Draw the shear and moment diagram.. B. Determine the slope…

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Q: Given a cantilever beam of length L=3.7meters. The left support “A” is fixed while the right end “B”…

A: Span of cantilever beam = 3.7 m Left support A is fixed and right end B is free EI = 20000 kN-m2…

Q: Calcualate the deflection and slope at A and C of the beam in the figure using area moment method. E…

A: Given simply supported beam with one side overhang beam and loading conditions Young's modulus, E =…

Q: C D 6 ir L/2 L -

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Q: 3 Decimal Places 16. Use Slope-Deflection Method to solve for the moment reaction at C in kN-m on…

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Q: Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved.…

Q: Problem 2. Determine the following unknowns on the beam shown below using Area-Moment Method.…

A: As per bartleby guidelines, only 1st 3 parts among multiple parts questions need to be solved. For…

Q: Solve using moment area method

A: Using Moment Area method ## Calculation of Slope at A and deflection at D###

Q: Q.3 Determine the slopes at A and B for the beam shown below. Also, determine the deflection at C by…

A: Moment-area theorem-1: This theorem is used to calculate the slope of the beam at any point. The…

Q: Consider the beam shown Suppose that P= 18 kN moment-area theorems. F

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Q: P8.20. (a) Compute the vertical deflection and slope of the cantilever beam at points B and C in…

A: I am so sorry due to less availability of time i couldn't solve the second part  But it's so easy…

Q: Determine the equation of the deflection of the elastic curve for the beam shown and the value of…

A: Given: Use the double-integration method. To find: Equation of the deflection of the elastic curve…

Q: Determine the deflection at the left overhang of the beam loaded as shown below using double…

A: Given Data  E = 200 GPA  I = 1460 × 106 mm4  Find deflection at the left overhang of the beam…

Q: Using Slope Deflection Method for the figure, and then , determine MAB, Maa, Mac, Mca, McD, Moc and…

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Q: Calculate the deflection at B using Area Moment Method. Answer in terms of El. P1 = 53 kN w = 39…

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Q: Use Slope-Deflection Method or Moment Distribution Method to solve for the unknowns on the 120mm x…

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Q: Determine the value of the slope and deflection at the free end of the cantilever beam. EI is…

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Q: Given a cantilever beam of length L=3.1meters. The left support “A” is fixed while the right end “B”…

A: Given: A cantilever beam of span 3.1 m having 61KN/m uniform loading  Required : Deviation of A with…

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Q: Compute the deflection at C using double integration method

A: Consider E as origin and find moment equation:Mx=-2x22-12x-1-12x-3-12x-5

Q: (c) A cantilever beam with the length of 4 m is shown in Figure Q3(c). In this beam, a uniform…

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Q: Using Area moment method. For the beam shown, If E = 200000MPa, I = 20x10^6mm^4. Compute the slope…

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Q: III – Moment Area Method -

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Q: Compute the deflection at C using area moment method

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Q: solve using double integration method.Compute the vertical deflection of point C for the beam shown…

A: Answer  We have from double integration method EIy" = M               ...say equation I M = Moment…

Q: Compute the deflection at C using  area moment method,  Assume EI to be constant, E = 200GPa, I =…

A: Given, Span of the Beam = 6m E= 200GPA I= 500×10^6 mm4 We need to Calculate Deflection at point…

Q: Given a cantilever beam of length L=4.0meters. The left support “A” is fixed while the right end “B”…

A: The span length of the beam = 4 m  The value of EI = 20000 kN-m2  The magnitude of the uniform load…

Q: 1. Determine the slope and deflection at point B of the beam ABC shown using the Area- Moment…

A: Given cantilever beam with loading conditions having a total length of 9m  E=200 Gpa I=1665*106…

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.