Example 6.3. A uniform beam with clamped left support and elastic support at the right end is subjected to a concentrated force P at point C, as shown in Fig. 6.5; stiffness parameter of the elastic support is k. Derive the equation of elastic curve. Compute the reaction of a clamped support and consider the special cases k = 0 and k = 0.

Example 6.3. A uniform beam with clamped left support and elastic support at the right end is subjected to a concentrated force P at point C, as shown in Fig. 6.5; stiffness parameter of the elastic support is k. Derive the equation of elastic curve. Compute the reaction of a clamped support and consider the special cases k = 0 and k = 0.

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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