A uniform rod of flexural rigidity EI is bent and loaded as shown. Loads P and F and point E are at section midpoints. Using Castigliano's Theorem determine: a) The vertical and horizontal deflection of point D. b) The slope of CD at point E. 21 B C F Show All EQ Detailed Work A D
A uniform rod of flexural rigidity EI is bent and loaded as shown. Loads P and F and point E are at section midpoints. Using Castigliano's Theorem determine: a) The vertical and horizontal deflection of point D. b) The slope of CD at point E. 21 B C F Show All EQ Detailed Work A D
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
Transcribed Image Text:A uniform rod of flexural rigidity EI is bent and
loaded as shown. Loads P and F and point E are at
section midpoints. Using Castigliano's Theorem
determine:
a) The vertical and horizontal deflection of point D.
b) The slope of CD at point E.
21
B
C
F
Show All
EQ
Detailed Work
A
D
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
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