This is intended for service load
combinations where ψ = 1.0.
Tendons are considered as an external load
(and the balance 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 check applies to RC Beams when "Without Direct Calculation (Tables)"
is selected for the CS Crack Control Design Type property for the design strip or
design section.
Sections with unbonded prestressing are designed as RC sections per Note 1 in
clause 8.6.1.
The stress levels in the structure are
determined by the moment envelope for the rule set (reinforcement may be required on
both faces).
Code Rules are applied as shown in the
following table
