Bjælkens tværsnit har bøjningsstivhed EI = 2.10¹2 Nmm² og aksialstivhed EA = 500 -10° N.
Bjælkens tværsnit har bøjningsstivhed EI = 2.10¹2 Nmm² og aksialstivhed EA = 500 -10° N.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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How to calculate the lokal and global stifness matrix of the following:
Transcribed Image Text:Bjælkens tværsnit har bøjningsstivhed EI = 2. 10¹2 Nmm² og aksialstivhed EA = 500 -10° N.
B=25%
b = 6m
9=6
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