EK693
In addition precast roof, floor and stair members not containing ties should be anchored back to the parts of the structure containing the ties. The capacity of this anchorage should […]
In addition precast roof, floor and stair members not containing ties should be anchored back to the parts of the structure containing the ties. The capacity of this anchorage should […]
Especially for rough interfaces, shear stresses lead to crack openings with vertical displacements longitudinal strain develop in the reinforcing bars. If the reinforcement bars are sufficiently anchored at both sides […]
Combined action by shear friction and dowel action can be obtained if the dowels are anchored by bond or by end anchorages.
The longitudinal tension bars contribute to the shear resistance by their dowelling action and they also help to prevent shear cracks from commencing at small tension cracks. To be effective, […]