CHAKKOUR
Civil/Environmental
- Sep 8, 2010
- 24
hi everyone,
I would like to discuss something with u guys. An alternative for not taking into account the unbalanced moment is to consider the slab as a pinned structure. However, i know that there will be always some moment acting from the slab. If a potential crack will occur due to this unbalanced moment, a crack will appear but after this crack, there will be no moment transfer since a plastic hing would have taken place and the moment will go towards the cores.
What do u think ??
Thanks
I would like to discuss something with u guys. An alternative for not taking into account the unbalanced moment is to consider the slab as a pinned structure. However, i know that there will be always some moment acting from the slab. If a potential crack will occur due to this unbalanced moment, a crack will appear but after this crack, there will be no moment transfer since a plastic hing would have taken place and the moment will go towards the cores.
What do u think ??
Thanks
