That's right. Are the columns creating a simple frame? If so, we should consider the connection type of "pinned" at the connection point of slab and columns (and shear walls), right?
Hello everyone,
Could you please tell me what value I should consider as the Response Modification Coefficient (R) -as described in ASCE 7- for a system consisting of U-boot slab (crate type concrete voided slab)as the flooring system, shear walls and columns (that are not necessarily in the...
Dear KootK, Thank you. I liked the concept you explained about deflection. I think it's reasonable.
Anyway, I need much more evidential details about this problem. Could you guys recommend me some pages of a book on this special subject?
This is not a homework, it's just a question appeared in...
Hi everyone,
Could someone help me with this problem:
Consider 2 concrete sections; First one is an I beam as a unit cross section, and the other one is an I section again but this time with 2 parts in which the bottom part of the section is not connected to the upper part (so in this case we...
Hi friends
I was struggling with a matter on ETABS but I couldn't solve it. I want to assign a linear load on a part of a deck. Could anyone help me?
Thanks so much
