2 - Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find location and value of the maximunm deflection. EI constant.
3- Repeat Problem 2 where I for CB is twice as large as I for AC.
4 - For the beam shown in Figure P-3, find the reactions and draw shear and moment diagrams. A is fixed, B and D are hinges, and C and F are roller supports.
5- For the beam in Figure P-4, draw influence lines for: moment at A, B, C, and E; shear to left and right of C, E, and H; and reactions at A and F.
6- For the indeterminate beam shown in Figure P-4, find reactions using the method of your choice. A is fixed; B and C are on roller.
Using moment area method, for the beam shown in Figure P-2 find deflection at the center (point C) and rotation under the concentrated load (point D). Also, find locat...
Using the moment-area method determine the deflection at point C of the beam shown below. Supports in A and B are pin and roller, respectively. Consider EI =const.
1 - (50%) Use the moment area method to determine deflection at point A, and rotation (slope) to the right of point C. EI is constant. B is a roller support, C is a hinge, and D is fixed. Also, if E = 29,000 ksi and I = 90,000 in^ what is the value of deflection at C. - 60k rok A - B - 30tk 30* 30 * 457
4. (3) A propped beam shown in the Figure supports a concentrated load P. In order to make sure the reaction force at support B does not exceed 2 kN, what is the maximum allowable load P? Draw shear force- and bending moment-diagram, find the maximum bending moment. 1.6m-0.8 m --0.8 m Pa2 Pa
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1 . Draw a sketch of the deflected shape. The spans are 30-ft long each (total of 90-ft), the concentrated loads are each 120 kips, and placed at the center of left span and the free end. El is constant. Left support is a pin and the other two are roller supports. 120 kips 120 kips Figure P-1 1-(25%) Draw shear and moment diagrams for the beam shown...
Compute the reactions and draw the shear and moment curves for the beam below using SLOPE DEFLECTION method 1. Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection. EI is constant. Note this is the same beam from HW10 Problem 2, where you used the Force Method. 8 5 M 5m
2.- The beam shown in the figure, has a roller support at A, a fixed support at C and an internal hinge at B. The lengths of segments AB and BC are α and b respectively. A uniformly distributed load, q, is applied between points B and C, and a concentrated load P acts at a distance 2a/3 from the support A. EI is constant. (a) Determine the deflection B at the hinge using superposition. Clearly state the continuity conditions...
Compute the reactions and draw the shear and moment curves for the beam below using slope-deflection method 2. Determine the moments at each support, then draw the moment diagram. Assume A is fixed. EI is constant. 12 k 4 k/ft 8 ft---8 ft
Acantilever beam AB is subjected to a triangle loading with concentrated moment (see figure). The moment curvature equation is shown (from the left). (El=constant) 1. Determine the deflection at point A. 2. Determine the rotation at point A. 3 kN/m 15 kN-m B 6 m d2v EI dx- 5x3 3 --x2 - 15 6 2
(a) A cantilever beam shown in Figure 6 is subjected to a concentrated load P. Deflection of the beam at each point can be defined by the following equations: 6EI Pa 6EI F3x-a) for axx<l The following MATLAB code calculates and plots the deflection diagram for a beam with 1-4 m, d1 = 3 m, b = 1 m,E>210 x 10, Pa, 1 = 285 x 10-6 m4 and P = 20 kN. Find at least FOUR errors in the...
1-(25%) Draw shear and moment diagrams for the beam shown in Figure P-1. Draw a sketch of the deflected shape 2-(25%) Using moment area method, for the beam shown in Figure P-2 find deflection at A. Also, determine the location and value of the maximum deflection in span BC. El is constant 3-(25%) For the frame shown in Figure P-3-find member frees and draw shear and moment diagrams. 4-(25%) Draw/ influence lines for shear to the left of A, shear at B, and...