Answer-
Using Computer program,
for above beam reactions at different supports are found as under -
Support A : +7.5 kN
Support B : +262.5 kN
Support C : +262.5 kN
Support D: +7.5 kN
Prob. 15-12 15-13. Use a computer program to determine the reactions on the beam. Assume A...
Please solve by only Unit Force method/deflection method Sec. 9.5 9-13. Determine the reactions at the supports. Assume A and C are pins and the joint at B is fixed connected. El is constant 12 kN/m B 12kN/m 4 m 6 m Prob. 9-13
Determine the reactions at the supports. Assume O is a roller. El is constant Prob. 15-1 5 kN/m Solve using Stiffness method and show each matrix and final matrix
10-23. Determine the reactions at the supports. Assume A and B are pins. El is constant 9 kN/m Prob. 10-23
Determine the reactions at the supports. El is a constant Prob. 15-7 12 kN/m 2.5 m Show transcribed image text Solve using the stiffness method
Solve using the stiffness method Determine the reactions at the supports. El is a constant. Prob. 15-7 6 12 kN/m 5 m 2.5 m Show transcribed image text
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
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 2 Use the force method to determine the reactions of the beam shown in Figure 2. El are constant. Q.2 Fixed 3 kN/m vvvvvvvv A с Roller lom Figure 2
Problems S.13 (a) Draw the free-body diagram of the beam. (b) Determine the reactions at the supports. A 6 m 40 kN В 8 m 12 m Problem 5.13
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