thread507-417091 How do we calcula

[Prashant Paudel]

thread507-417091
How do we calculate the shear deflection by unit load method for eccentric braced frames? I found the expression for first three frames. But I am not getting the expression for the remaining 2 frames. I am unable to find expression for deflection due to flexure in link and beam element. Please help me do it

 

[IRstuff]

The referenced thread is 4 years old.

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[Prashant Paudel]

Yes but I am stuck in deriving the expressions given in the figure for eccentric braced frames. I do not know how to calculate the flexural component of deformation given by link element in eccentric braced frames while solving by unit load method.

 

[IRstuff]

Homework postings are only allowed in the student forum

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