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b. Draw the primary and redundant beam. Hint: use the roller at B as redundant. c. Determine the compatibility equation. The roller at B does not settle. d. Determine the reaction at the roller at B using the force method. A is a pin and C is a roller. EI is c 10 kN/m B 5 m 5 m

b. Draw the primary and redundant beam. Hint: use the roller at B as redundant. c. Determine the compatibility equation. The roller at B does not settle. d. Determine the reaction at the roller at B using the force method. A is a pin and C is a roller. EI is c 10 kN/m B 5 m 5 m

Structural Analysis
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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V PL3 V max 48EI at x = L/2
Transcribed Image Text:V PL3 V max 48EI at x = L/2
a. Is the beam statically indeterminate? If yes, why? b. Draw the primary and redundant beam. Hint: use the roller at B as redundant. c. Determine the compatibility equation. The roller at B does not settle. d. Determine the reaction at the roller at B using the force method. A is a pin and C is a roller. EI is constant. 10 kN/m A В 5 m 5 m V 5wL4 V max 384EI L. at x = -L-
Transcribed Image Text:a. Is the beam statically indeterminate? If yes, why? b. Draw the primary and redundant beam. Hint: use the roller at B as redundant. c. Determine the compatibility equation. The roller at B does not settle. d. Determine the reaction at the roller at B using the force method. A is a pin and C is a roller. EI is constant. 10 kN/m A В 5 m 5 m V 5wL4 V max 384EI L. at x = -L-
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