A A 15kN/m 3m I bokw с M AMB * 3m EI= constant 3m FD 30 kN/m ↓↓ E 6m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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determine the reactions and moments using slope deflection method
referece solution: https://www.bartleby.com/solution-answer/chapter-15-problem-11p-structural-analysis-6th-edition/9781337630931/bb8a9823-94ca-11e9-8385-02ee952b546e
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Transcribed Image Text:A
15kN/m
3m
1bokw
с
3m
EI= constant
3m
30kN/m
6m
EP
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