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I Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the global stiffness matrix for memb
73.5494.85-3.6 94.85 128.86-4.8 |х 103 3.6 -4.8 20 128.86 -94.85 -3.6 94.85 73.54 一4.81×10° 3.6 -4.8 20 94.85 -3.6 94.85 128.
I Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the global stiffness matrix for member 12 for displacements at node 2 2.0 m 2.0 m ; 2EI 0.5 3.0 m 0.5 x, u EI
73.5494.85-3.6 94.85 128.86-4.8 |х 103 3.6 -4.8 20 128.86 -94.85 -3.6 94.85 73.54 一4.81×10° 3.6 -4.8 20 94.85 -3.6 94.85 128.86-4.8 |х 103 -3.6 -4.8 0 128.86-94.85 0 73.54-4.81х10 3.6 -4.8 20 94.85 -3.6 94.85 0 -3.6 -4.8 0 4.8 |× 103 20 -94.85 3.6 4.85 73.54 4.8x10 3.6 4.8 128.86
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Answer #1

aven hat 2E I 너 erence - The anguan Peeneb croeen he local Lnk12 axis atrod ori 3on xto

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