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Designing Slab-on-grade Foundation using modulus of sub-grade reaction 1

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CivilMan1980

Civil/Environmental
Joined
Jul 7, 2005
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4
Location
CA
Are there any on-line publications or any other help that can show me how to design the slab using the modulus of sub-grade reaction. The slab is quite small (for a storage shed) and there is no reinforcement being used in the design. I am a bit confused, because there is no reinforcement......I can't use the popular Mr = Kr b d^2 from the concrete code.

Any help?

Thanks.
 
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