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Oversee (Structural)
2 Jun 10 7:18
Are there any work examples of pad footing design to resist biaxial bending based on ACI 318? I only found some simple examples from a number of textbooks.
I wish to thank you all in advance!
FixedEarth (Geotechnical)
2 Jun 10 13:05
"Structural Concrete" 2002 edition, by N.M. Hassoun has a detailed example. That book also came with simple computer programs for RC design.
Oversee (Structural)
3 Jun 10 10:16
Thanks!
Oversee (Structural)
20 Jun 10 10:56
I received the book today, the new print in 2008.
Unfortunately, the example provided is applied for bending in one direction only. But I had solved this problem using Excel last week. Footing was considered in 100 slices and soil pressure in each slice is assumed to be constant along its thickness direction. A sum-up of the bending moment of each slice about the critical section will give Mu. In terms of the accuracy, 100 slices are acceptable. 字串1
Cheerio
Oversee
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