EK711
Spreadsheet. Shear resistance of reinforced concrete beam according to EC2.
EK534
If confinement is provided, usually by the use of stirrups and/or a large concrete cover, bond failure occurs by shear failure of the concrete keys between the steel ribs.
EK310
The concept of the space truss analogy is based on the assumption that the torsional capacity of a reinforced concrete rectangular section is derived from the reinforcement and the concrete […]
EK299
In general, the contribution of shear reinforcement to the shear strength of a reinforced concrete beam can be described as follows: It resists part of the shear. It increases the […]
EK98
The action of a reinforced concrete beam in shear is represented by analogous truss in which the longitudinal reinforcement forms the bottom chord, the stirrups are the vertical members and […]