- Tendons are considered as an
internal section force (and the hyperstatic loading is assumed to be included
in the load factors).
- The reinforcement type (as
defined in the design section or design strip segment) is considered (PT or
RC).
- The stress levels in the
structure are determined by the moment envelope for the rule set (failure could
occur on both faces).
- See
Torsion Considerations for how torsion is
implemented.
- Code Rules are applied as
shown in the following table.
Table 1. Strength rule
mapping
| Design System
|
RC
|
PT
|
| Beam
|
10.2, 11.2, 11.5*
|
11.3, 11.5*, 18.7
|
| One-Way Slab
|
10.2, 11.2, 11.5*
|
11.3, 11.5*, 18.7
|
| Two-Way Slab
|
10.2, 11.2, 11.5*
|
11.3, 11.5*, 18.7
|
Note: * - 11.5 is applied
only if
"beam" torsion is selected (see torsion design notes)
