In the truss shown below, ignore the zero-force members and formulate the stiffness matrix, load vector and write down the boundary conditions [Given: EA/L = constant = 1000 kip/ft]. A B 25' 25' F 10 k 45% G E 45° 4@25' = 100' C 10 k H
In the truss shown below, ignore the zero-force members and formulate the stiffness matrix, load vector and write down the boundary conditions [Given: EA/L = constant = 1000 kip/ft]. A B 25' 25' F 10 k 45% G E 45° 4@25' = 100' C 10 k H
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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