MANUAL DESIGN OF PILE CAP FOR 2 PILES I FOUNDATION DESIGN I IS 456-2000 I STRUCT SOFT CENTRE

[@kishorshingade6020]

We can design single pile

[@sureshri2817]

Can we do pile cap for 10 piles together?

[@StructSoftCentre]

Yes

[@tusharpan100]

If the cap oriented 45 degree with the grid line ….. then how the calculation will change….

[@Rohan_s9]

We are not able to download the pdf in your websites

[@StructSoftCentre]

Ok what's app 8857891345 me I will guide u

[@salmandhroj1081]

How to download excel sheet

[@StructSoftCentre]

Hey, Thanks for contacting StructSoftCentre🏠 ------------------------------------------------------ The following 🈯 Design Excel Sheets are available as of now, kindly find which sheets you want to BUY and pay accordingly. ------------------------------------------------------ 🚨 BARGINING ❎ FIXED RATES ------------------------------------------------------ 👇🏻 LIST OF AVAILABLE SHEETS👇🏻 ------------------------------------------------------ 01. One-Way Slab Design...Rs.250/- 02. Two-Way Slab Design....Rs.250/- 03. Staircase Design...Rs.250/- 04. Beams Design (All Types)…Rs.250/- 05. Axially Loaded Column...Rs.250/- 06. Bi-Axially Loaded Short & Long Columns…Rs.250/- 07. Shear Wall Design....Rs.250/- 08. Pad/Box footing...Rs.250/- 09. Stepped footing...Rs.250/- 10. Sloped/Trapezoidal footing...Rs.250/- 11. Combined footing...Rs.250/- 12. Strap footing....Rs.250/- 13. Design of 2 Pile Cap...Rs.250/- 14. Design of 4 Pile Cap...Rs.250/- 15. Design of 6 Pile Cap...Rs.250/- 16. Basement wall design...Rs.250/- 17. Over Head water-tank Design…Rs.250/- 18. Wind Load Calculation By Force Coefficient Methods.....Rs.250/- 19. Retaining wall design.....500/- ------------------------------------------------------ MODE OF PAYMENT Google pay/ Phonepe/ Paytm at [phone] Once you done the payment send the screen shot of payment. ------------------------------------------------------ Thanks🙏🏻, Regards, StructSoftCentre 🏠

[@sisiraag]

Our structural engineer said we cannot provide 2 piles. Minimum number of piles is 3 . Can you clarify

[@aakashbabar4005]

This is not correct.

[@magaj5665]

One way shear is not valid as d is crossing your critical section