3P A beam ABCD made of extruded aluminum and of length L = 1000 mm, is fixed at its ends A and D. The beam supports a vertical force 3P at B and a vertical force 2P at C as shown in figure 3. The details of the cross section of the beam are also given in Figure 3. The wall thickness is constant and equals to 10 mm. Note that all dimensions are in mm. The beam material is elastic perfectly plastic with a yield stress Sy = 300 MPa. B y+ 60 10 80 30 40 a) Compute the fully plastic moment (Mp) of the beam cross section. b) Compute the fully plastic load (Pp) of the beam. Figure 3

3P A beam ABCD made of extruded aluminum and of length L = 1000 mm, is fixed at its ends A and D. The beam supports a vertical force 3P at B and a vertical force 2P at C as shown in figure 3. The details of the cross section of the beam are also given in Figure 3. The wall thickness is constant and equals to 10 mm. Note that all dimensions are in mm. The beam material is elastic perfectly plastic with a yield stress Sy = 300 MPa. B y+ 60 10 80 30 40 a) Compute the fully plastic moment (Mp) of the beam cross section. b) Compute the fully plastic load (Pp) of the beam. Figure 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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