Asssume the joint detail is going to be formed as in the figure 2 in the real construction. Besides this, the model has been prepared with fixed connection.
Now, if a moment release occurs on that joint in reality, then there will be an increase in the span moment. In other words the moment...
Please see the dwg document in the attachment.
There are two figures that shows only the top reinforcement in a slab-column joint. (both bottom reinforcement of the slab and the bending,shear reinforcement of the column are still there but are not shown.)
Is there any difference in the moment...
@rapt
no it is related with the first question in my thread.
"What is the effect of shear reinforcement or bending reinforcement in beam-column joints for degree of fixity?"
@rowingengineer
thank you for your attachment. that would be quite useful.
@csd72
thank you but I could not find any related topic in your references.
Alright guys. Lets make my question more spesific.
In a slab-shear wall connection, is there any differences in moment transfer (full...
@csd72
thank for your response but,
I've already wrote in my post that "Could you refer me some books or articles about this topic?"
That means you should not advice me to read something.
You should advice me to read some spesific book or article.
Please google it and I strongly believe...
What is the effect of shear reinforcement or bending reinforcement in beam-column joints for degree of fixity?
How can we decide whether we use semi-rigid or rigid in modelling?
Could you refer me some books or articles about this topic?
jenofstructures thank you for your response but my actual problem is not "how to add mass sources to your structures"
Additionally, Ritz Vector is not working properly too.
I have warnings in my analysis log and modal analysis can not be performed.
-I tried removing all files except .edb
-I changed mass sources of the building in order to examine any change
-There is a sub-story between 2 stories. I have created it by using "move" command. It is something like...
I'd like to model 9m long column(to make code check slenderness) and my story levels are at 0.00 +4.50 and +9.00. So program cuts my 9m column into 2 parts.
How can i model it?
This model in the attachment is a sample building with limited random load combinations in order to test the RC Designer "Column Design" Results.
I have used ACI-318-05 with default brief data and by selecting all load combinations.
I am not satisfied with the As provided results because the...
I've attached a dining hall project below.
I have defined load combinations and earthquake definitions according to TS500.
I would like to ask you that what is the "reference load" included in earthquake definitions section?
Also did i apply the true envelop for this combinations?
Can u offer me...
