v5.2 [Feb 27, 2015]
Bug fixes:
MatrixFrame General:
- In the results the minimum and maximum Normal Forces are shown. For the minimum Normal Force a extra layer is added which default is off.
- If the combination generator was not in the license of the user MatrixFrame was crashing when loads combinations were activated.
Reports:
- In 1D was for some images wrongly the text "(Ignore)" printed.
- Occasional a Run Time Error was given for a report of a steel connection.
- Images of a model with only one column were incorrectly scaled.
- Very small structures were occasionally not properly scaled.
- For grillage occasionally the images was not fitting with in the frame.
- Report "Concrete cross section (compressed)" was reprinting several times in grillage.
FEM:
- Only the absolute reactions were shown for the envelope support reactions. 2 extra options have been added “Envelope +” and “Envelope –“.
Steel check:
- In 3D, after choosing a bigger section or smaller section in UC histogram, the structural members were reset at recalculation.
- In the stability check for the DIN-EN the gamma_M1 was incorrect.
- For the EN and DIN EN the Mcr was the incorrectly calculated because the C1 and C2 values were not correct.
Steel Joint connections:
- Occasionally the steel connections were unavailable when a model from 5.1 was opened.
MatrixFrame Toolbox:
- CPT diagram that was digitized on the screen with the ground level on +9.47 m. N.R.L. was drawn incorrect.
- For a timber column it was not possible to fill in negative forces.
Punching for Edge - and Corner columns:
- Check on Asw;Req. was done incorrectly.
- If reinforcement was 2R12 - 150 then only 1 was shown in the drawing.
