Bài tập SBVL2 CSU - Deformation of beam (6 đến 10)

• Đăng bởi: lethithanhbinh
• Sinh viên
• 18/01/2018

Deformation of beam 6:

Knowing that beam AE is an S200 3 27.4 rolled shape and that P = 17.5 kN, L = 2.5 m, a == 0.8 m and E 5 200 GPa, determine

(a) the equation of the elastic curve for portion BD,

(b) the deflection at the center C of the beam.

Deformation of beam 7:

For the beam and loading shown, determine the reaction at the roller support.

Deformation of beam 8:

Determine the reaction at the roller support and draw the bending moment diagram for the beam and loading shown.

Deformation of beam 9:

For the uniform cantilever beam and loading shown, determine the slope and deflection at (a) point B, (b) point C.

Deformation of beam 10:

For the cantilever beam and loading shown, determine

(a) the slope at point A,

(b) the deflection at point A. Use E = 200 GPa.