A horizontal rigid bar π΄πΆ is supported by two columns with
pinned ends ( π΄π· and π΅πΈ) at points π΄ and π΅. A vertical load π acts
at the end πΆ of the bar. π΄π· has the length of 40ππ and area of π΄π΄π·
= 300ππ2 while π΅πΈ has the length of 20ππ and area of π΄π΅πΈ = 400ππ2 .
The modulus of elasticity of both sections is πΈ = 200πΊππ. The
length of π΄π΅ = 40ππ and π΅πΆ = 50ππ as show below:
Given the information above, find the displacement a point C, πΉπ
.
A-300mm 400m A=400mm OL B E E=200GPa P= 20KN
A horizontal rigid bar 𝐴𝐶 is supported by two columns with pinned ends ( 𝐴𝐷 and 𝐵
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A horizontal rigid bar 𝐴𝐶 is supported by two columns with pinned ends ( 𝐴𝐷 and 𝐵
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