Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE method A 37 kN/m ▬▬▬▬▬▬▬▬ -5m- B Hinge 155 kN 2.5 m2.5 m El=constant E = 200 GPa /= 146 x 106 mm D
Determine the slopes and deflections at points B and D of the beam shown. Using PARTIAL DERIVATIVE method A 37 kN/m ▬▬▬▬▬▬▬▬ -5m- B Hinge 155 kN 2.5 m2.5 m El=constant E = 200 GPa /= 146 x 106 mm D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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
Transcribed Image Text:Determine the slopes and deflections at points B and D of the beam shown.
Using PARTIAL DERIVATIVE method
A
37 kN/m
5 m-
Hinge
155 kN
B
+2.5 m2.5 m
El= constant
E = 200 GPa
/= 146 x 106 mm4
D
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