I'm getting an S error on the floor, can you help me fill the floor?

Hi sn.cakilomer, I recommend you to solve the system semi-rigid, then the deflection error is corrected. Only the D10 slab in the basement gives a thickness error, you can correct it by making the reinforcement type flat+pile. Good work
 
In fully rigid diaphragm analysis, the system calculates as if there are no floorings, in semi-rigid diaphragm analysis is made together with the flooring, a more sensitive and safer analysis is made. Irregular structures, ribbed hollow structures can be calculated in this way. Good work
 
thank you, I would like to ask one more question with your forgiveness. Is there any opinion that the application direction of the hollow blocks may differ for the system or we should definitely throw them in the short direction or the long direction, good work
 
Estağfurullah sn.cakilomer, There is no definite rule for the direction of the ribs, it should be done as the system requires. The deflection of the ribs affects the load on the beam. If there is a weak beam, it should be run parallel to it, for example, if the system is available. Apart from this, it is healthier for the system to have the same rib direction in the ongoing floors. It is also necessary to consider the ease of application. It is not always good to do it in the short direction. Good work
 
You must log in or register to reply here.
Back
Top