6. CSI SAFE 2020 Tutorial | How to Design Pile Cap in safe v20

[@qlearnify-en]

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[@ALEXLIM-xf7hr]

Hi Good Day Tutor, just to clarify with you : the punching shear check should only be checked at the column stiff area, or should also inclusive of those 4 piles like shown in your video? Usually only check for the more critical area here which is this column loaded-around with the concentrated forces, but not those piles beneath? Thanks Sir.

[@qlearnify-en]

We have to check for both

[@ALEXLIM-xf7hr]

@@qlearnify-en Thanks Sir 👍

[@fathimathangal1913]

The pile cap will have some reinforcements right! Is it considered here ??

[@qlearnify-en]

we designed that. we will provide as per design requirement.

[@chsetha2630]

Hi, punching shear final change is for pile is 1.09 and column is 0.7, seem like the column with big load from above should be bigger than pile, why there is the column value smaller than pile? pls advice

[@qlearnify-en]

May be your column size is bigger than pile size and also perimeter is bigger then pile. Its depends on perimeters of the pile and column.

[@chsetha2630]

Hi Sir, I mentioned the value of the result from your file, just wonder why your ratio punching shear from column smaller than pile? as load from column is bigger than pile 4 times, but thank a lot for your time explain. @@qlearnify-en

[@sarthakvernekar5439]

sir can you share the link of Excel sheet of pile cap design

[@qlearnify-en]

availabe on our website.

[@cjlee3275]

seriously？24inch slab cannot sustain a 2000kN gravity load?

[@qlearnify-en]

yes.

[@nabajyotisarkar2228]

@@qlearnify-en use + sign on load apply