continuous foundation bearing coefficient

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b.ersin

New Member
In a soil with a soil safety stress of 2.0 kg/cm2, the bearing coefficient is 50000 soil rock. I want to make the foundation of the construction on this ground constantly, but when I enter the bearing coefficient of 50000, the foundation stresses do not recover. When I enter the bearing coefficient low, the stresses in the foundations decrease. Can you help with this.
 
"b.ersin":7ivk9z5c" said:
bedding coefficient on a ground with a ground safety stress of 2.0 kg/cm2 is 50000 ground rock. I want to make the foundation for the construction to be built on this ground constantly, but when I enter the bearing coefficient 50000 it does not save the foundation stresses. when I enter the bearing coefficient low The stresses in the foundations are decreasing. Can you help with this.
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When I calculated according to the average stress, the problem was solved, but I could not find why the stresses were exaggerated at max stress
 
The increase in the horizontal coefficient can lead to an increase in soil stresses due to vertical displacements. Since you have not added any projects, it is not possible to make an accurate assessment. However, in cases where the ground is relatively solid, it would be logical to check the ground safety stress according to the average regression... Good work...
 
I have a project drawn as the ground bed coefficient of 3600. I need to change the bearing coefficient to 2000 without changing the ground safety stress value. Will there be any affected areas in the project other than the foundations? If the stresses are relieved in continuous foundations, will there be a change in the reinforcement order?
 
Lock all equipment. Analyze again. If the reinforcement is changed, you can detect the situation of insufficient reinforcement.
 
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