Semi/full Rigid Solution Non-continuous console cassette/rib

[qwerty]

Dear ide, What should a program user who uses console cassette/rib slabs (or rib/cassette slabs with the warning "Console slab cannot be designed as a single rib or cassette slab" in Geometry control) do when semi-rigid or fully rigid solution is made?

 

[HakanŞahin]

Re: Semi/Full Rigid Solution Non-continuous console cassette/ne Even if you define a single console rib in the program, the solution is made so that that system remains in balance. In rib reinforcement, the moment is calculated at the support of the cantilever rib, but you have to design the reinforcement manually. Do not make a single console rib. If you have to, definitely dissolve the ribs, main beams and plates together (semi-rigid). In this case, the analysis results of a single cantilever rib can be calculated. You can see the reinforcement calculation required by this moment value in the reinforced concrete dialog.

 

[qwerty]

Re: Semi/fully Rigid Solution Non-continuous console cassette/ne

In semi-rigid and fully rigid solutions, moment is calculated in single cantilever ribs and you can see it in the reinforced concrete dialog

When I made a solution with a fully rigid diaphragm, I could not see the moment calculation in the reinforced concrete dialog, but when I made a semi-rigid diaphragm, I could see the moment calculation. Is the cantilever that does not continue inwards only calculate the moment in semi-rigid ribs?

Even if you define a single cantilever rib in the program solution is made in such a way that the system remains in balance. You can see that the moment is calculated on the support of the cantilever rib in rib reinforcements, but you have to design the reinforcement manually.

Fully rigid and semi-rigid, do I have to calculate manually for both? Shall I only rebar according to the bearing moment of the typical beam of cantilever rib flooring? Or is it necessary to calculate the effect of this console floor on the beam on which it is supported?

 

[HakanŞahin]

Re: Semi/full Rigid Solution Cantilever cassette/ne

When I solved with a fully rigid diaphragm, I could not see the moment calculation in the reinforced concrete dialog, but I could see the moment calculation when I made a semi-rigid diaphragm Is it only semi-rigid moment calculation for non-continuous cantilever ribs? Fully rigid and semi-rigid, I need to calculate manually for both? Shall I only reinforce according to the support moment of the typical beam of cantilever rib slab? or The effect of this cantilever slab on the beam on which it is supported? Do you need to calculate?

Avoid making single cantilever ribs/cassettes, if you have to, solve the structure with a semi-rigid diaphragm. In the typical beam you choose, the program will give you the reinforcement areas in the reinforced concrete dialog. You do not need to calculate the effect of this cantilever slab on the beam on which it is supported.

 

[HakanŞahin]

Re: Semi/full Rigid Solution Non-continuous console cassette/ne

Dear ide, When semi or fully rigid solution is made, console cassette/rib slabs (or What should a program user who uses rib / cassette slabs (rib / cassette slabs) given the warning "Cantilever slab cannot be designed as single rib or cassette slab" in geometry control?

A) Single console rib This message is given as a warning If you solve it as semi-rigid, you may ignore this message. However, the program does not automatically make the rib drawings (expansions). We can make the console drawings yourself based on the reinforcement areas from the reinforced concrete dialog. B) Single console cassette Fully rigid in single console cassettes There is no solution with a diaphragm. You must solve with a semi-rigid diaphragm. If you solve it semi-rigid, you may ignore this message. However, the cassette drawings (explanations) are not made automatically by the program. Equip from the Reinforced Concrete dialog Based on the I fields, we can make the console drawings yourself.

 

[qwerty]

Re: Semi/full Rigid Solution Non-continuous console cassette/ne Thank you, It was pretty self explanatory.