AFor the beam shown in the figure, determine the mechanical elementsusing the Slope Deflection Method and the Stiffness Matrix Method. Thebending stiffness El is constant. Do not omit El in matrix4k/ft15 ftB20 ftC15 ft-

However, I can access the specific image you sent to confirm the beam dimensions and support…

Answered: A For the beam shown in the figure,…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Using Virtual work method (unit load)
For the beam and loading shown, use discontinuity functions to compute (a) the slope of the beam at B and (b) the deflection of the beam at A. Assume a constant value of El = 107000 kip-ft² for the beam; wo = 5.0 kips/ft, LAB = 15 ft, LBc = 8 ft. Wo Xx C LAB LBC Answer: (a) 0g = (b) VA = rad in. B
Solve using Double Integration Method. Please show how you cut the beam. Thank you. Assume EI as stated in the pic. Thank you.
The beam in Figure 1 has a symmetric cross-section with E = 200 GPa and 1= 17.5×10° mm*: • derive the algebraic expression for the deflection as a function of x = the distance from the left support (A). Use this to calculate the slope at the right end, and the maximum deflection in the beam and its location. 20 kN/m 75kN.m v(x) = j z j dv/dx at right end = Vmax Figure 1 location (i.e. x value) of Vmax =
Deflection is 0.196 inches explain how.
A simply supported beam is 5m long and has a fixed support at the left-hand side and a roller support at the right-hand side, 2m from the roller support the beam is subjected to a 20KN point load. Determine the slope and deflection at the point load using Direct Integration Method. Take E = 2,1x10² GPa and I = 90x100 mm¹.
Using Double Integration Method, determine the equation of the elastic curve of the beam below and specify the slope and deflection at point B. E = 200,000 MPa and I = 40,083x10° mm4 L= 5m a = 2m w = 10 kN /m A B a -L-
For the beam and loading shown, use the double-integration method to determine (a) the equation of the elastic curve for the beam, and (b) the deflection at B. Assume that EI is constant for the beam. Let w = 13 kN/m, L = 4.0 m, E = 205 GPa, and I = 105 x 106 mm4
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Use three-moment equation (3ME)

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A For the beam shown in the figure, determine the mechanical elements using the Slope Deflection Method and the Stiffness Matrix Method. The bending stiffness El is constant. Do not omit El in matrix 4k/ft 15 ft B 20 ft C 15 ft-