CivilMan1980
Civil/Environmental
- Jul 7, 2005
- 4
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.
Any help?
Thanks.