CE-Ref.COM

Google
 

 

Spread Footing Design

Topics:

Introduction

One of the most common ways to support the column is spreading the column load over a large footing area.  There two parts in spread footing design:

Service load design:

  1. The footing area should be large enough so that soil pressure under the footing is not larger than allowable soil bearing pressure
  2. The weight of footing should be able to out-weigh column uplift due to wind or seismic forces safely.

Reinforced concreter design:

  1. The footing depth should be deep enough to resisting punching shear and direct shear transferred from column load
  2. The reinforcement in the footing should be designed to resist bending moments.
  3. The dowels at the column-footing interface should be sufficient to transfer column loads.
 
Disclaimer:  The content of this website was obtained and edited from various resources.  The editor made reasonable effort of editing.  Nevertheless, the editor does not warrant, and assume no liability for accuracy and completeness of its content.  The viewer shall use his/her professional knowledge and judgment in use of the web content.        Webmaster: www.ce-ref.com