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.

Structural Analysis
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Chapter2: Loads On Structures
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Structrual analysis
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
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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