Member 12 is such from node 1 to node 2
K Choosing tne local ais for member 12 such that node 1 is i and node 2 is k, calculate the globa...
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...
QUESTION 2 Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the angular difference between the local and global reference frame for member 12 in positive degrees. 2.0 m 2.0 m 2EI 0.5 3.0 m 0.S EI 45 23 80 37 QUESTION 2 Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the angular difference between the local and global...
Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the angular difference between the local and global reference frame for member 12 in positive degrees. 2.0 m 2.0m 2EI 053.0 m EI 45 37 80 23 Choosing the local axis for member 12 such that node 1 is i and node 2 is k, calculate the angular difference between the local and global reference frame for member 12 in positive...