By: Javier Encinas, PE | May 8, 2016

*ASDIP FOUNDATION* includes the design of concrete strap footings. This structural engineering software is based on the latest *ACI 318* provisions. This post covers the steps in the design of strap footings when subjected to a combination of vertical loads, horizontal loads, and bending moments.

A strap footing usually supports two columns, so it’s a special type of combined footing. If a property line exists at or near the edge of an exterior column, a normal isolated footing would be placed eccentrically under this column and it would tend to tilt. This problem may be prevented by connecting this footing with the adjacent interior footing by a strap concrete beam. The use of a strap footing may be justifiable where the distance between columns is large and a normal combined footing is impractical due to the required large excavation. For construction simplicity, it is common practice that the bottom surfaces of the exterior footing, the strap beam, and the interior footing be at the same elevation, but the thickness of each element may be different, depending on the strength requirements.

**How do you calculate the soil bearing pressures?**

In the design of a strap footing the system is assumed infinitely rigid, so that the longitudinal bending moments are resisted entirely by the strap beam. As a result, the bearing pressures under the footings are always uniformly distributed. The calculation of the bearing pressure implies the calculation of the upward reaction force at the center of the footing by taking moments about the other column. Note that by doing this the system actually works as a unit and some loads could be transferred from one footing to the other, for example the exterior reaction might not necessarily equals the exterior loads.

Once the service reactions are calculated, the two footings may be sized so that the resulting bearing pressures are under the allowable limits established in the soils report. *ASDIP FOUNDATION* accurately calculates the soil bearing pressures under the exterior and interior footings for the applied service loads, as shown in the picture below.

** How are the longitudinal stresses calculated?**

A strap footing is usually analyzed as a beam in the longitudinal direction. The factored shear and moment diagrams help to visualize the variation of the internal forces along the strap footing, and therefore the required strengths. The first step is the calculation of the reactions and bearing pressures under the two footings for the applied factored loads. The bearing under the strap beam is neglected. The diagrams are then constructed as the internal forces required to maintain the equilibrium along the system.

The picture below shows the shear and moment diagrams generated by *ASDIP FOUNDATION*. Note that the strap beam is subjected to a constant shear and a linearly varying moment. For this reason this system is called either strap footing or cantilever footing. The moment is mostly negative along the beam, therefore the main reinforcing steel should be placed at the top of the beam.

**What about the shears and the transverse bending?**

In the transverse direction the two footings are designed as spread footings. The shear stresses should be resisted by the concrete, otherwise a special and expensive shear reinforcement would be necessary. Two separate checks are required by the *ACI*: one recognizes that the footing may fail in shear as a wide beam along a critical section at a distance *d* from each column face in each direction. The second check considers that the columns may penetrate, or punch, the footing at a distance *d/2* all around the columns.

On the other hand, the upward bearing pressure will produce a transverse bending moment on the footings, being the critical section the face of the columns, similar to the bending design of a spread footing. Once the bending moments are found, the reinforcing steel may be designed per the concrete design theory. It should be noted that the bearing pressures are calculated using service loads, but both shear forces and bending moments must be calculated by applying the factored loads. The picture below shows the typical reinforcement of a strap footing.

Detailed information is available about this structural engineering software by visiting ASDIP FOUNDATION. You are invited to download the Free 15-Day Software Trial or go ahead and Place Your Order.

Best regards,

Javier Encinas, PE

ASDIP Structural Software

HARRY WONGMay 9, 2016 at 3:24 amHELLO ENGR. JAVIER,

JUST A QUICK-FIX TYPOGRAPHICAL ERROR:

SEIZED should be SIZED in the sentence shown below.

Once the service reactions are calculated, the two footings may be seized so that the resulting bearing pressures are under the allowable limits established in the soils report.

MORE POWER TO YOU.

HARRY WONG

Javier Encinas, PEMay 9, 2016 at 10:45 amThe typo has been corrected. Thank you Harry.

MOHAMED RAFFIK BAGHAJuly 22, 2016 at 12:31 pmHi eng.,

Your software is very good, but there are limitations it does not have offset for Z-axis for the column and does not use BS8110 code.

Javier Encinas, PEJuly 22, 2016 at 1:03 pmStrap footings usually don’t have out-of-plane loads. In that case, you can design your foundation as strap footing for the in-plane loads, and as spread footing for the out-of-plane condition. Engineering judgement is necessary to interpret the results. The software is currently based on the ACI 318 provisions. Future versions will include other codes.