See how we design the most economical footing                                                              See how we design the most economical RCC solid slab
  • Phone: 040-23317601/2 - Email: info@epiengineers.com

 

Footing Location

 

Flowchart for Ftg. Design

 

 

  • Design Input

 

Salient features:

  • Safety:

The footing is made to pass a number of design checks (see flowchart) to withstand its design storm/cyclone/earthquake. A footing is not accepted until:

  • Soil pressure < SBC
  • Punching shear < allowable value
  • Bending shear < allowable value
  • Sagging BM < MR (sagging)
  • Hogging BM < MR (hogging)
  • FOS in uplift > 1.5
  • Development & anchorage requirements for re-bars are fulfilled.
  • Economy:

Since material costs are taken into consideration, remarkable economy in foundation cost is achieved in terms of steel, concrete, formwork and earthwork. As an example, for a one lac sq. ft. warehouse with 80~100 footings, savings in foundation cost will be around Rs 3~4 lacs.

  • Speed:

Design calculations are performed, with calculations sheets ready to be printed, at a 'click' of the mouse button. Hence we are able to issue construction drawings faster than others.

  • Optimized Design:

Design checks are done on a footing starting with its smallest practical size. Footing size is then progressively increased until it passes all necessary checks, ensuring optimum footing size for given loads.

  • Calculations:

The step-by-step detailed calculations on our unique calculation template, highlighting the reserve strength/ FOS against each action, will help you to carry out subsequent alterations to your structure, for example, by adding an extra floor to the building, or adding solar panels over a warehouse, and so on.

 

 

DISCLAIMER:

Epicenter Consulting Engineers Pvt. Ltd. (“Company”) is not responsible for errors or omissions or for the results obtained from use of above information. Company guarantees neither the completeness, correctness, accuracy of the above information nor of the results obtained by use of the information. User is strongly advised to seek the opinion of an licensed Structural Engineer for correctness of the design output.