Mushroom Flooring Help

S

stapro

New Member
Hello there ; First of all, Happy Holidays.. Despite the data I entered in the light of the information I researched in our cork flooring project, which I normally do not want to do much, but which we have to do with the special request of the customer, there are constant laying errors and irregular reinforcements in the elements. Even though we are on holiday, I would be very happy if you could spare a little time and help. I have given the architectural project and ide data in the attached link. Good work.
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(ide file)
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(architecture)
 
Findings and recommendations. * Please describe the gaps in the system. These gaps are very important for such systems as they are attached to the vertical carriers and are of substantial size. * Use such systems in structures where columns are arranged in a certain order. * I think the value of 500 for live load on office floors is high * Floor thickness seems insufficient. There could be two reasons for this. The first is the inadequacy under the loads, the second is the dimensions as required by the regulation. The program tests the slab thickness according to the slab length it calculates from where the reinforced concrete calculation axis passes. Therefore, the thickness may be insufficient. However, there may be columns in between within this distance. Therefore, I think that the thickness calculation should be tested according to the largest column span. * Since you have to introduce the ladder to the system and accordingly, you have to solve it as a semi-rigid diaphragm, you will enter the load into the system. * System rigidity is too low. I do not think that there is no curtain in one direction and sufficient rigidity in the other direction. The xx-direction is very weak. The main handicaps of the system are that it is a slab without beams and that all vertical carriers are side carriers (the floor cannot sufficiently cover the column). * After placing the foundations, I recommend you to solve the superstructure interactively. Since the frame is not formed, the importance of the superstructure interactive will show itself more. * You cannot test stapling this way. If the rigid diaphragm is not in contact with a beam, the system automatically tests the punching of the beamless structure. Otherwise, you should examine it with a zero-size column header.
 
-If you have a beam in the project, then it is necessary to define the column header. You need to enter the table height and height as zero from the column header properties, the size of the header is enough to shake the column. It would be appropriate to put the column headers on all columns without beams. -When editing the project, it would be enough if you put the band beam detail. You should also add the column punching reinforcement detail in the same way. - At least 20 cm thick, my suggestion is that if there is not much space between the columns, 22 cm is more appropriate in practice. -I recommend using at least 14 gauge iron. - You must select the reinforcement at the top and the bottom from the slab tab from the calculation axis edit, you must edit the sufficient calculation axis without changing the geometry of the reinforcement axis. -You must define wall etc. loads as linear or point loads. You must enter the appropriate values for the floor dead and live load, and enter the minimum live load of 0.35 tf/m. -After the analysis is over, you should arrange the axes that have high moment values from the reinforcement areas, top and bottom, from the reinforced concrete slab tab. -My suggestion is that you don't use concrete lower than C30. -When you get the formwork plan, the places of some reinforcements can come out in absurd places. Since it is not a well-known laying style, you have to arrange it yourself by looking at the moments of the flooring. -I think it would be better if you made the analysis selection with mod merging. -In places where the building is crooked, you should arrange the reinforcement calculation axes accordingly. -Because the weight of the building is too much, you may have problems basically.
 
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