For the loading shown in the below figure, knowing that wo 2 kN/m, the length of the beam is L 2 ...
For the beam and loading shown in the figure, integrate the load distribution to determine the equation of the elastic curve for the beam, and the maximum deflection for the beam. Assume that EI is constant for the beam. Assume EI=25000 kN⋅m2, L=2.4 m, and w0=61 kN/m. (a) Use your equation for the elastic curve to determine the deflection at x=1.5 m. Enter a negative value if the deflection is downward, or a positive value if it is upward. (b)...
Question 4 (25 marks) For the beam and loading shown in Figure 4, knowing that a GPa, determine (a) the slope at support A, (b) the deflection at point C. (using integration method) 2m, w 50KN/m and E 200 80 w 20 60 Unit: mm A 10 60 В а 20 6 m 80 (a) Beam loading (b) Cross section Figure 4
QUESTION 4 (25 marks) A simply supported beam is loaded by an uniform distributed load, wkN/m, over the span of the beam, L, as shown in Figure Q4. (a) Determine the end reactions at point A and B in terms of w and L. (4 marks) (b) At an arbitrary point, x, express the internal mom (c) Show that the deflection curve of the beam under the loading situation is ent, M(x), in x, w, and L. (5 marks) 24EI...
P10.035 (Multistep) For the beam and loading shown, use discontinuity functions to compute (a) the deflection of the beam at A and (b) the deflection of the beam at C. Assume a constant value of EI 26000 kN m for the beam. Also, assume P-31 kN, W 23 kN/m, wc -62 kN/m, a -2.1 m, b-3.7 m, and c1.3m WB *Part 1 Calculate the reaction forces B, and D acting on the beam. Positive values for the reactions are indicated...
The cantilevered beam shown here has a known rigidity, EI, and length, b, and is loaded with a point force and a point moment as shown a) Determine all reactions forces and draw the shear and moment diagrams for this loading.b) Using discontinuity functions and the integration method, find the deflection and the slope of the beam at the free end.c) Using the moment-area method, find the deflection and the slope of the beam at the location of the point load.
Problem 4 (25 points) An overhang beam with negligible weight is loaded as shown. Knowing that the flexural rigidity of the beam is EI = 100 x 10 Nm?, (a) derive the elastic curve for section AB of the beam and (b) determine the slope at supports A and B. 10 KN 5 kN/m M 40 kN-m B 4 m - 2 m (a) V = (b) A = es =
The bending moment diagram of a fixed ended beam with an external moment couple of 200 kip-ft applied at midspan is shown below. The flexural rigidity EI is constant. In terms of El, determine (a) The equations for the slope v'(x) for each segment of the beam. (b) The equations for the deflection v(x) for each segment of the beam. (c) The slope at midspan. (d) BONUS 15%): Determine the maximum vertical deflection, the maximum slope, and the locations of each.
Consider the beam ABC of length L [m] in Figure 1 below, with simple supports at both ends. The beam supports a concentrated load P [N] at point B. You may assume the beam to be weightless in your analysis. Figure 1: Schematic of beam ABC. Part (a) Determine the vertical reaction forces at points A and C in terms of P. Part (b) Determine expressions (in terms of P and L) for the shear force, V(x) and the bending...
For the beam and loading shown below, identify the individual load cases from the beam tables that should be applied and sketch the deflected shape to each load case. Then, superimpose the load cases to determine the beam deflection at point H. Assume that El 6 x 104 kN-m2. [Ans.to Check v -10.55 mm 3) 30 kN 7.5 kN/m 1.3 m 3 m
A continuous beam ABC shown in Figure 2 is fixed at A. Supports at B and C are rollers. A uniform distributed load 40kN/m is applied force acts downward on the span of BC as shown in Figure 2. The EI of the beam is over the span of AB and a 60kN constant (a) Determine the internal moments at A and B using the slope-deflection method [10 marks] (b) Draw the bending values of bending (c) Sketch the deformed...