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The continuous beam is loaded as shown in the figure. A is pinned, while B and C are roller supports. Assume the support settlement at B is 25mm. Given that E=210 GPa and I=150x106 mm4. Using the slope-deflection method, determine the following: a. The moment reactions at the supports; b. The vertical reactions at the supports. 15 kN/m 35 kN 25 kN 10 kN/m 30 kN-m 2m 3m 2m 2 m 2 m EI 2EI

The continuous beam is loaded as shown in the figure. A is pinned, while B and C are roller supports. Assume the support settlement at B is 25mm. Given that E=210 GPa and I=150x106 mm4. Using the slope-deflection method, determine the following: a. The moment reactions at the supports; b. The vertical reactions at the supports. 15 kN/m 35 kN 25 kN 10 kN/m 30 kN-m 2m 3m 2m 2 m 2 m EI 2EI

Principles of Foundation Engineering (MindTap Course List)
Principles of Foundation Engineering (MindTap Course List)
8th Edition
ISBN:9781305081550
Author:Braja M. Das
Publisher:Braja M. Das
Chapter6: Vertical Stress Increase In Soil
Section: Chapter Questions
Problem 6.4P: Refer to Figure P6.4. A strip load of q = 900 lb/ft2 is applied over a width B = 36 ft. Determine...
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The continuous beam is loaded as shown in the figure. A is pinned, while B and C are roller supports. Assume the support settlement at B is 25mm. Given that E=210 GPa and I=150x106 mm4. Using the slope-deflection method, determine the following: a. The moment reactions at the supports; b. The vertical reactions at the supports. 15 kN/m 35 kN 25 kN 10 kN/m 30 kN-m 2m 3m 2m 2 m 2 m EI 2EI
Transcribed Image Text:The continuous beam is loaded as shown in the figure. A is pinned, while B and C are roller supports. Assume the support settlement at B is 25mm. Given that E=210 GPa and I=150x106 mm4. Using the slope-deflection method, determine the following: a. The moment reactions at the supports; b. The vertical reactions at the supports. 15 kN/m 35 kN 25 kN 10 kN/m 30 kN-m 2m 3m 2m 2 m 2 m EI 2EI
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