2. The steel rod is stress-free before the axial loads P1 150 kN and P2 %3D %3D 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E 200 %3D GPa. A 2000 mm2 A=900 mm2 A 1200 mm2 P B 500 mm -250mm→+-350 mm

2. The steel rod is stress-free before the axial loads P1 150 kN and P2 %3D %3D 90 kN are applied to the rod. Assuming that the walls are rigid, calculate the axial force in each segment after the loads are applied. Use E 200 %3D GPa. A 2000 mm2 A=900 mm2 A 1200 mm2 P B 500 mm -250mm→+-350 mm

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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Composite Construction

Composite construction is the construction of structures in which two or more materials are used. Regarding structural engineering, composite construction is a construction where two materials are bound together in a technical manner such that both the materials act as a single unit to carry and transfer the load. The motives of composite construction are to increase the structural strength, make structures more aesthetic, and provide a sustainable environment.

Question

2. The steel rod is stress-free before the axial loads P, = 150 kN and P,
90 kN are applied to the rod. Assuming that the walls are rigid, calculate
the axial force in each segment after the loads are applied. Use E = 200
GPa.
A=D2000 mm2
A D900 mm2
A=D1200 mm2
B.
C.
D.
500 mm
+250mm-+-350mm

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