Insufficient raft foundation reinforcement

S

SonDurak

New Member
RADDLE BASIC REINFORCEMENT IS INSUFFICIENT, IS THERE A PROBLEM WITH THE DATA INPUT? HOW DO YOU PROPOSE A SOLUTION? THANKS
 
ALSO, WHEN WE CHANGE THE ACCOUNT AXIS, THERE ARE CHANGES IN ADDITIONAL REINFORCEMENTS, OR OTHER REINFORCEMENT DIAMETER AND SPACES. HOW CAN WE DETERMINATE THE MOST CORRECT ACCOUNT ACCOUNT?
 
"FinalDurak":3fdpkuyk" said:
RADYE FOUNDATION REINFORCEMENT FAULT IS INSUFFICIENT, IS THERE A PROBLEM WITH THE DATA ENTRY? HOW DO YOU PROPOSE? THANKS
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Add 18 rafts for the raft rebar selection dialog in its current form in your project. Make an analysis. Also, in the raft slab parameters, the minimum reinforcement spacing has been made 15 cm. It can be 10 cm. Project determinations: A column object has been entered in the Attic floor where the P11 panel object is located. In this case, vertical continuity is not ensured. The panel object must be entered instead of the S02 column. *3. The elevation of the D03 slab on the floor is not compatible with the beams to which it is connected.(It gives a warning in the geometry control) For the floor closed area, a floor edge can be drawn parallel to the beams within 1 cm of the beams for the floor closed area. The spaces opened with the command space are not taken into account.In the D08 floor on the 3rd floor, define the floor space boundaries with beams and It would be appropriate to determine it with the tiling edge. 1. On the basement floor, the gap in the D01 slab should be created with the slab edge.
"SonDurak":3fdpkuyk" said:
WHEN WE CHANGE THE ACCOUNT AXIS, THERE ARE ADDITIONAL REINFORCEMENTS, OR CHANGES IN THE DIAMETER AND SPACES OF THE OTHER REINFORCEMENT. WHAT WILL WE DETERMINE THE MOST ACCURATE CALCULATED AXIS ON ACCORDING TO THE MAIN AXIS OF THE REINFORCEMENT?
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It is designed according to a larger moment in a different coordinate. If there is a larger moment in a different coordinate, additional reinforcement is thrown to meet this moment. There is no clear rule for determining the location of the reinforcement calculation axes. However, for an economical design, the reinforcement axes can be passed where the design moments are the least. The moments of the calculation axis and Required reinforcement areas can be viewed from the Raft slab reinforced concrete dialog and 3D frame mode in the Perspective Window
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Good work
 
Hello Friends, I just started using Idecad. I wanted to enter a sample project data and practice. In the project, I modeled a beamless raft foundation. After analyzing, only the raft gives the error that the reinforcement is insufficient. If you could help with this situation, I would greatly appreciate it.
 
Hello. My suggestion: --The reinforcement may be very cramped in the support areas, check it. --Increase the reinforcement diameters of the irons in the raft flooring. -- If not enough, increase the mat thickness. Take it easy Unver ÖZCAN
 
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