About this document
Bs 8110-1 1997 Ribbed Slabs by pennacchietti is a document available to read on EtoBox.
Design shear stress v at any cross-section should be calculated from equation 21: v v = -----bd equation 21 in no case should v exceed 0.8AEfcu or 5 N / mm2 whatever shear reinforcement is provided. The term "ribbed slab" in this sub-clause refers to in-situ slabs constructed in one of the following ways. In general the reinforcement spacing rules given in 3.12. Will be the best means of controlling flexural cracking in slabs
- Author
- pennacchietti
- Language
- EN