PILE CAP Design Considerations

[@hawsiao4791]

what codes did you based your demo, thanks

[@eminashindahouse]

I'm still confused for some of the writing. For example the P2 group, the pilecap length is simply s=(a x dia). The length will be from pile end to the other end. Arent you supposed to add with 300mm into the length formula? and how do you calculate the P5 pile to pile distance? sqrt all the data will yield smaller number .

[@TheStructuralWorld]

Hi Muhammad. For P2 group it would have been: [ s=(ɑ+1)Øpile+300 ] for length of pile cap and [ ɑ x Øpile ] for pile to pile spacing. For the P5 group, the pile to pile spacing would have been [ s=√(2ɑ) x Øpile ]. Thanks for pointing out!

[@M.Khan325]

What is this "a" in the formula?

[@zainsaeed147]

Whats the name of the software being used in video that makes the hand moved and write words and create images ??

[@TheStructuralWorld]

Its easy sketch pro, but you can also use doodly: paykstrt.com/2073/41311

[@chandutomaz]

Really informative video

[@akashraval5724]

What about the single pile cap? What should be the consideration?

[@TheStructuralWorld]

That is basically the same principle as a 2-pile pile cap considering the short direction geometric assumption.

[@manaraslespaul]

this is a nice and practical channel good job!

[@TheStructuralWorld]

Thanks Kappa!

[@deloncooper2687]

for "diameter + 300" part, Are these units also in mm?

[@TheStructuralWorld]

yes

[@mithiyaz991]

This as per Indian standard?

[@falyandrianaivo7621]

🥰

[@mahamudsworld4285]

Fie means???