Problem 8: Using the Moment Area method find the slope at B and the displacement at C 3k C Inc 200 in. IAn500 in. 5 ft 10 ft
Clear picture please Area-Moment Method 2) Ar 2 Find Ey and Ely
2. Determine (by using direct integration method) the area moment of inertia and radius of gyration of the shaded area shown with respect to the x-axis. [12]
for the beam shown, using moment area method, i) find P such that deflection at D is equal to zero, and ii) find the maximum deflections and locations in spans BC and DE. El is constant. Note: think about how you would solve this problem with double integration.
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...
Question 2 Consider the beam and loading shown in the figure below. Using moment-area method, determine reactions at the supports. Hint: Spilt the loading using superposition to simplify the problem. Parabola Areebie
solve this using AREA MOMENT METHOD ONLY. show the moment diagram by parts as well Determine the the difference in deflection between the two internal hinges. E 29x103 ksi, I-20in4 Provide complete solutions. 10 k/ft D Hinge 7ft 2 ft 2ft 2ft 21
Problem 2: For the cantilever beam shown below, complete the following using the moment- area method Determine the values of Os, 0c, and va as functions of a, E, I, and Mo. Clearly indicate both magnitude and direction. Answer: -2M/EI clockwise a-Ma/EI clockwise v-2Moa/El down M.
Using both equation method and area method, draw the shear and bending moment diagrams. 3 kip 1.5 kip/fl E C 6 ft 4 ft 4 ft
The structural system shown in the figure is undetermined, using the moment area method to plot the shear diagrams and for the moment flexing. The stiffness value is constant, the cross section of the beam is uniform and constant. 30 KN. okv/m A EI B IC 2.80 m 3,00m 5,80 m