Question 2 Consider the beam and loading shown in the figure below. Using moment-area method, determine...
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.
For the uniform cantilever beam and loading shown, use the moment-area method to determine 1· The slope at B. 2. The deflection at C. 2Mo L/2 L/2
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 For the beam and loading shown in Figure Q2: a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment.
Using force method , determine the reactions of the supports for the beam shown in Figure ( 5 ) . Then draw shear and bending moment diagrams for the beam El is constant Use conjugate beam method to determine deflections , 6 m 50 KN 200 kN. 9 m - 3 m Fig. (5) BEST WISHES
Problem 7: Consider the statically indeterminate beam shown below with the given loading. E- 29,000 ksi and I- 600 in a) Use the stiffness method to find the rotation at node 1. b) Determine the unknown reactions using the force-displacement relationships. c) Draw the shear and moment diagrams for the beam. 12 k 2
Question AT For the beam and loading shown in Figure Al: - a. Determine the support reactions b. Draw the shear and bending moment diagrams c. Determine the maximum absolute value of shear force and bending moment. 30 kN/m 60 kN C D K-2m-imta2m- Figure A1
Question 2: Use the moment area method to solve the beam shown in Figure 4 and then draw BMD and SFD. Compare the results to STAADPro by evaluating the BMD and SFD using the program 150 kN 10 m 20kN/m Figure 4: Frame 2
Q5: Using force method, determine the reactions of the supports for the beam shown in Figure (5). Then draw shear and bending moment diagrams for the beam. EI is constant. Use conjugate beam method to determine deflections. I need it in 30min or 1 h 6 m 50 KN 200 kN.m 22 А В. С 9 m to 3m
For the cantilever beam and loading shown, use the method of superposition to determine (a) the slope at point A, (b) the deflection at point A. Use E 200 GPa. Hint: Use the expression found in Problem 1 for the tri angular load. 120 kN/m W360 × 64 20 kN 2.1 m