ENGINEERING.com has updated it's forum.  To post a question please visit the new Ask@ Forum.   

With a database of over 10000 questions the library will remain available for an extended period.

Q&A


alex
Why do we use unfactored load to calculate for concrete footing dimension? View All


14 years ago - 4 months left to answer. - 1 response - Report Abuse
Respond to question
    0      [lnkReport]        0       0       
Share |
  Responses


rowingengineer
This is not always true, but it is the most common, as the geotechnical engineers normally supply the foundation bearing capacity as a safe load, ie with safety factors already included. This is the working load method for us old enough to remember the good old times. The reason why the working load method has stayed in geotechnical engineering that this method had deflection inherently built in to the design.

Slowly some of the geotech are starting to supply both service and ultimate bearing strengths, here you need to use your ultimate load factors, but you also need to ensure that the deflection under both strength and service are within the realms of your analysis.


14 years ago

Source:


  0     0         

ENGINEERING.com does not provide engineering advice. The Ask@ service is a forum for members to exchange ideas relating to the world of engineering. We caution users not to accept any responses that they receive without further validation, and not to rely on any engineering advice that they may get from other members of the Ask@ forum. ENGINEERING.com specifically disclaims any obligation to validate or verify any information posted within the Ask@ service. ENGINEERING.com encourages users to seek the services of a professional engineer for any engineering advice they may require.