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11-07-2012
07:56 AM
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Hi,
Verification problem 2 - punching capacity of slab without shear reinf. cant get the right results.
In verification problem 1 - everything was ok.
I tried to apply the forces in the node from a node with rigid links to column placement - get get the right results still.
Can u please help me what am I doing wrong?
Solved! Go to Solution.
