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Situation 8 - A 14-meter-long simply supported beam carries a uniform load of 18.2 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the following: 45. The vertical reaction (kN) at the added support. A. 191.10 C. 123.87 B. 84.93 D. 159.25 46. The resulting moment (kN-m) at the added support. A. 111.5 B. 445.9 С. D. 223.0 47. The resulting maximum positive bending moment in kN-m. A. 45.8 В. 27.9 С. 62.7 D. 51.2

Situation 8 - A 14-meter-long simply supported beam carries a uniform load of 18.2 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the following: 45. The vertical reaction (kN) at the added support. A. 191.10 C. 123.87 B. 84.93 D. 159.25 46. The resulting moment (kN-m) at the added support. A. 111.5 B. 445.9 С. D. 223.0 47. The resulting maximum positive bending moment in kN-m. A. 45.8 В. 27.9 С. 62.7 D. 51.2

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter8: Influence Lines
Section: Chapter Questions
Problem 58P
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Situation 8 - A 14-meter-long simply supported beam carries a uniform load of 18.2 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the following: 45. The vertical reaction (kN) at the added support. A. 191.10 C. 123.87 B. 84.93 D. 159.25 46. The resulting moment (kN-m) at the added support. A. 111.5 B. 445.9 47. The resulting maximum positive bending moment in kN-m. A. 45.8 В. 27.9 С. D. 223.0 C. 62.7 D. 51.2
Transcribed Image Text:Situation 8 - A 14-meter-long simply supported beam carries a uniform load of 18.2 kN/m. To prevent excessive deflection, a support is added at midspan. Calculate the following: 45. The vertical reaction (kN) at the added support. A. 191.10 C. 123.87 B. 84.93 D. 159.25 46. The resulting moment (kN-m) at the added support. A. 111.5 B. 445.9 47. The resulting maximum positive bending moment in kN-m. A. 45.8 В. 27.9 С. D. 223.0 C. 62.7 D. 51.2
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