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Punching shear check

Punching shear check

Punching shear check

(OP)
Is the punching shear check right on SAFE Specially for corner & edge column?

RE: Punching shear check

hi

i modeling a mat foundation in safe02000 but in punching control i think it is fals because 80 cm thikness need to contorol of punch shear!
              meysam jalali-iran-shahrood university
               my mail:mei_jalali@yahoo.com
                please connect to me.
                 thanks.

RE: Punching shear check

Hello guys:

Remember you have to provide at least d/2 clearance off the column so it can check shear.  If you fail to provide this off the face of the column you will get a n/c at that joint.

For example if you have an 80 cm mat you ought to give a clearance of 40 cms at least from the face of the load size specified in the software.  If you specified a 30 cms size load you need to provide a clearance of 55 cms at least.

Hope this help

Juan

RE: Punching shear check

CSI have an article "SAFE Technical Note 1" entitled "How SAFE Calculates Punching Shear For the ACI 318-95 Code".  This article can be downloaded from the CSI web site.

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