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A continuous beam has a loading shown. Assuming constant flexural rigidity (EI). 8KN 2m 2m 5kN 6kN/m 4kN/m A 2 TAT C D 377 4m 6m Determine the following: a. Moment at 1 or B (kN-m; write positive or negative) b. Moment at 2 or C (kN-m; write positive or negative) c. Reaction at 1 or B (kN; positive value only) d. Reaction at 2 or C (kN: positive value only) e. Reaction at 3 or D (kN; positive value only)

A continuous beam has a loading shown. Assuming constant flexural rigidity (EI). 8KN 2m 2m 5kN 6kN/m 4kN/m A 2 TAT C D 377 4m 6m Determine the following: a. Moment at 1 or B (kN-m; write positive or negative) b. Moment at 2 or C (kN-m; write positive or negative) c. Reaction at 1 or B (kN; positive value only) d. Reaction at 2 or C (kN: positive value only) e. Reaction at 3 or D (kN; positive value only)

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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A continuous beam has a loading shown. Assuming constant flexural rigidity (El). 8KN 2m 2m 5KN 6kN/m 4kN/m B A 2TAT C D 377 1m 4m 6m Determine the following: a. Moment at 1 or B (kN-m; write positive or negative) b. Moment at 2 or C (kN-m; write positive or negative) c. Reaction at 1 or B (kN; positive value only) d. Reaction at 2 or C (kN: positive value only) e. Reaction at 3 or D (kN: positive value only)
Transcribed Image Text:A continuous beam has a loading shown. Assuming constant flexural rigidity (El). 8KN 2m 2m 5KN 6kN/m 4kN/m B A 2TAT C D 377 1m 4m 6m Determine the following: a. Moment at 1 or B (kN-m; write positive or negative) b. Moment at 2 or C (kN-m; write positive or negative) c. Reaction at 1 or B (kN; positive value only) d. Reaction at 2 or C (kN: positive value only) e. Reaction at 3 or D (kN: positive value only)
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