A plâte 5 mm thick and 30 mm wide is bent into the shape shown in figure 2.36. A slider, pin-jointed to the plate, restricts the movement at A to a horizontal direction. Calculate the displacement at A. E= 200 GPa. |2000 N [59,4 mm] 200 N/ 1 2000 N Figure 2.36 Figure 2.37 R 0,2 m

A plâte 5 mm thick and 30 mm wide is bent into the shape shown in figure 2.36. A slider, pin-jointed to the plate, restricts the movement at A to a horizontal direction. Calculate the displacement at A. E= 200 GPa. |2000 N [59,4 mm] 200 N/ 1 2000 N Figure 2.36 Figure 2.37 R 0,2 m

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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Concept explainers

Design of structures using FEA

An arrangement, in which various members are interconnected with their constrained relative motion, the whole arrangement is then known as a structure. The degree of freedom of such a structure is zero. In such a structure, the load can act throughout the length of the structure or at the joints.

Question

A plate 5 mm thick and 30 mm wide is bent into the shape
shown in figure 2.36. A slider, pin-jointed to the plate, restricts the
movement at A to a horizontal direction. Calculate the
displacement at A.
E= 200 GPa.
2000 N [59,4 mm]
200 N
A
| 2000 N
Figure 2.36
Figure 2.37
„R 0,2 m

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