Bài tập SBVL1 CSU - Bending (6 đến 10)

• Đăng bởi: lethithanhbinh
• Sinh viên
• 18/11/2017

Bending 6:

Draw the shear and bending-moment diagrams for the beam and loading shown and determine the maximum normal stress due to bending.

Bending 7:

Draw the shear and bending-moment diagrams for the beam and loading shown and determine the maximum normal stress due to bending.

Bending 8:

Knowing that beam AB is in equilibrium under the loading shown, draw the shear and bending-moment diagrams and determine the maximum normal stress due to bending.

Bending 9:

Beam AB supports a uniformly distributed load of 2 kN/m and two concentrated loads P and Q. It has been experimentally determined that the normal stress due to bending in the bottom edge of the beam is -56.9MPa at A and -29.9MPa at C. Draw the shear and bending-moment diagrams for the beam and determine

The magnitudes of the loads P and Q.

Bending 10:

The beam AB supports two concentrated loads P and Q. The  normal stress due to bending on the bottom edge of the beam is +55 MPa at D and +37.5 MPa at F. (a) Draw the shear and bending-moment diagrams for the beam. (b) Determine the maximum normal stress due to bending that occurs in the beam.