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Lecture

2C04 - Ch.11 Castigliano's Theorem for Determining Deflection.pdf

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Department
Civil Engineering
Course
CIVENG 2C04
Professor
Jean Wilson
Semester
Fall

Description
determining de leagnon Castigliano's Theorem -p scalar der 12 2 rom isplacemm du n loods P (n 2,3 the defiehon lui) at lood point i in dicechon of a) For a beam here M oreneriu diagram 2ET 2) f ur oug moment 2EI have p 4) sub it in and so b For Trusses (axial Force on U- Fi L 2 EiA determining de leagnon Castigliano's Theorem -p scalar der 12 2 rom isplacemm du n loods P (n 2,3 the defiehon lui) at lood point i in dicechon of a) For a beam here M oreneriu diagram 2ET 2) f ur oug moment 2EI have p 4) sub it in and so b For Trusses (axial Force on U- Fi L 2 EiAEx l Ex Ex a) h EI EI BET d
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