6OKN 100 kN E= 200 GPA 1- 3250 (10Ymm9 うm つm つm
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
100%
Find support reactions
Use method of consistent deformations by area moment method
Select roller support to be redundant
https://www.bartleby.com/solution-answer/chapter-13-problem-1p-structural-analysis-6th-edition/9781337630931/265906db-8ea0-11e9-8385-02ee952b546e
Note: use as reference, same problem but use area moment method in determining reactions
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to
E= 200 6PA
I- 3250(10 )mm9"
Transcribed Image Text:100 kN
to
E= 200 6PA
I- 3250(10 )mm9
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