Situation 15 - Refer to the beam shown in the figure. Given: a=1m w = 18 kN/m P = 30 kN Flexural rigidity of beam AB = 2540 *N-in² The spring deforms 0.1 mm per 1 kN of compressive force. 43. What is the reaction (kN) at the spring support? A. 24.1 C. 28.9 B. 20.9 D. 32.2 44. If the spring deforms 0.5 mm, what is the reaction (kN) at the spring? A. 5 C. 50 B. 0.5 D. 20 45. Compute the moment at the fixed end (kN-m) if the spring reaction is 25 kN. A. -12 B. -16 C. -8 D. -32

Situation 15 - Refer to the beam shown in the figure. Given: a=1m w = 18 kN/m P = 30 kN Flexural rigidity of beam AB = 2540 *N-in² The spring deforms 0.1 mm per 1 kN of compressive force. 43. What is the reaction (kN) at the spring support? A. 24.1 C. 28.9 B. 20.9 D. 32.2 44. If the spring deforms 0.5 mm, what is the reaction (kN) at the spring? A. 5 C. 50 B. 0.5 D. 20 45. Compute the moment at the fixed end (kN-m) if the spring reaction is 25 kN. A. -12 B. -16 C. -8 D. -32

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter2: Concepts In Structural Steel Design

Section: Chapter Questions

Problem 2.2P

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