I am designing a footing on rock. It is 800 deep and projects 300 beyond the column face. There are references available for deep simply-supported and continuous beams, for example, page 706 "Reinforced Concrete Structures"; Park and Paulay.
Could someone provide me corresponding...
There are many arbitrary rules for provision of shrinkage strips in concrete floors. I am looking for a rational method for calculating shrinkage strips spacing.
compression reinforcement is sometimes provided in beams solely for the purpose of reducing time-delayed deformations due to creep and shrinkage of concrete. Does this reinforcement need be confined (with ties)?
What rules govern the termination points of such compression reinforcement?
