Using the Post-tensioned concrete slabs for buildings module, CYPECAD can design the passive reinforcement of post-tensioned slabs, having calculated the forces in the post-tensioned tendons (bonded or unbonded tendons), based on the properties which have been introduced by users.
Since this module was implemented, the program generates the line pressure loads acting towards the inside of the curve of the tendons.
Now, with the 2014.g version, the deviation point loads which cause the straight sloped tendon spans are also generated. These loads are represented in the tendon editing box and also on plan with the other tendon deviation loads. Additionally, within the tendon editing box, the horizontal component of the force which causes it to anchor in the slab, is drawn on the axis of the longitudinal section of the slab, as well as the moment that is represented by the eccentricity this component could have when the anchorage is not situated in the axis of the beam.
