Figure 1 shows a simply supported beam with a concentrated force P applied at the mid-span, B. Given the modulus of elasticity is E = 210GPa. To reduce the displacement of the system, a vertical spring with spring constant ks is installed at B as shown in the figure. P 1 m I=2.5 × 10-4 m B www. 1 m k= = 2 × 108 N/m////// Figure 1

Figure 1 shows a simply supported beam with a concentrated force P applied at the mid-span, B. Given the modulus of elasticity is E = 210GPa. To reduce the displacement of the system, a vertical spring with spring constant ks is installed at B as shown in the figure. P 1 m I=2.5 × 10-4 m B www. 1 m k= = 2 × 108 N/m////// Figure 1

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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