Perform cross-section calculations (material non-linear analysis)
Function ready condition: - if input data table SECTION is tested.
Data missing, recalculate from DF5.
Internal data calculated in design function 5 can not be found. Please set back design function 5 and recalculate from there.
(This error can occur after updating a project from a previous version of the program. If only design function 6 is recalculated after the update, not all required data might be present. )
No solution for stress calc csline 'number'
The iteration process does not converge during the stress calculation for a cross-section.
(The element in question is unstable, the element load is too high. Other elements may be calculated after removing this element from table SECTION.)
Ovalisation is 'value' % of diameter
The ovalisation of an element exceeds 10 % of the diameter.
(An ovalisation exceeding 10% is considered to be very large.)
Equivalent strain exceeds check strain
The calculated maximum total equivalent strain is greater than the check strain CHKEPS specified in table SIGEPS.
Axial buckling strain > critical one
The calculated maximum axial buckling strain is greater than the critical buckling strain.
External pressure strain > critical one
The calculated maximum strain due to external pressure is greater than the critical strain.
Weak/joint element(s) not calculated
Only WEAK elements have been specified in (a row of) table SECTION.
No elements calculated
Only WEAK elements have been specified in table SECTION.
All elements already calculated
Topload = 0.
|•||in output table CSLOAD the relevant TOPLOAD-value will become indicated .0 or UNDEFINED if no table TOPLOAD exists.|
H6224, last changed: 14/09/2016