Two cantilever beams AD and BE of equal flexural rigidity El = 24x106 Nm2, are interconnected by a taut steel rod DC with E, = 200 GPa. The rod DC is 5m long and has a X-section area of 3x104 m2.
Two cantilever beams AD and BE of equal flexural rigidity El = 24x106 Nm2, are interconnected by a taut steel rod DC with E, = 200 GPa. The rod DC is 5m long and has a X-section area of 3x104 m2.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Structrual analysis

Transcribed Image Text:Two cantilever beams AD and BE of equal flexural rigidity
El = 24x106 Nm2, are interconnected by a taut steel rod
DC with E, = 200 GPa. The rod DC is 5m long and has a
X-section area of 3x104 m2.
Find the deflection
of the cantilever AD
at D due to a force
of P = 50 kN
applied at E.
Steel rod 5 m long
4= 3 x 10-4m2
50 kN
a = 2 m
2 m
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