Release notes - SCIA Engineer 17.01 - Patch 1

 
The following issues have been fixed in SCIA Engineer 17.01.1030
Description of the issue Ticket Number
New message has been added to inform the user about the used functionality. NNLL-AMAHT9
The calculation of internal forces on ribs has been changed. NNLL-ANS7QW
Problem with a message saying that some load is incorrect has been fixed. NNLL-APGEXX
The format of the path defining the connection between Allplan and SCIA Engineer has been fixed. If the release version of 17.01 is already installed it must be uninstalled first. JVCE-ANDL4T
The random crash after ticking off the Live preview in the Align dialogue has been fixed NNLL-ANZ6Q8
Labelling of time steps (including t=0) in dynamic time history analysis has been fixed. NDES-APFCK2
Technical modules have been moved from ESAS.01 to ESAS.00. NNLL-ANQB2C
Problem with some generated line forces has been fixed NNLL-AP7CMM
Problem with a message which says that some entities are incorrect has been fixed NNLL-AP79U5
Problem with existing results for missing load case has been fixed. RWEX-APDJQ9
The generation of masses during calculation was optimized. NNLL-APPJ4E
The problem with free point force in projects of PlateXY and WallXY types has been fixed. NNLL-ANY9UR
A condition has been implemented for punching check and design saying that according to the Irish NA the VEd <= 2VRdc at the first control perimeter. RMAA-AETA9M
For 2D concrete internal forces the switching of envelope to minimum / maximum / absolute extreme did not work properly. The control has been fixed. JVCE-AP7KVV
The problem with taking into account the longitudinal reinforcement for torsion was solved and tested. RMAA-ALYACB
Newly added strings in concrete checks are now translated. JPOL-AJLS3P
The 2D concrete design crashed due to failed pre-processing of reinforcement data. The pre-processing algorithm has been improved. NNLL-AP5G68
The concrete 2D design failed with error message "Check failed. Not all members were checked." Problem with the memory issue has been fixed. JPOL-APCBEV
The coefficient for reduction of concrete strength of compressive strut in 2D reinforcement design was not properly taken from Concrete settings. The calculation procedure has been updated. NNLL-AP8QRM
The behaviour, when limit cracking force fct,eff = 0 MPa is used, is fixed - coeff dzeta is set on 1 - section is fully cracked NNLL-AM7CLD
Incorrect Load Force Set was used in NEN crack width calculation in SCIA Concrete Section. The issue has been fixed. NNLL-AMDHQ5
The action to generate new combination from combination key is disabled for the concrete reinforcement design command. RMAA-AH4HCX
A new dll has been added to the setup version. NNLL-AKVKR4
If there is a hinge input only on a part of the intersection, it is necessary to use only ‘v16 and older’ environment. NNLL-ANHBE6
The problem with 2D supports and subregions on slabs has been fixed. NNLL-ANXCLV
The bug in a subregion with variable thickness has been fixed. NNLL-ANGHQ5
Help updated, the information about licence requirement has been added. NNLL-APBJWR
An issue in the bending and compression check in which the max moments were taken for non-prismatic members is solved. The actual moments at the decisive position are now taken for non-prismatic members NNLL-ANGGJK
Check of structure data detects and corrects this use case with corrupted data. NNLL-ANLFD2
Issue in which max moments were used for non-prismatic members is now solved by using the actual moments for the bending and compression check. NNLL-ANVE8R
Issue in which the max moments were used for non-prismatic members is now solved by using the actual moments for the compression and bending check. JPOL-APCGG6
The incorrect generation of tributary area has been fixed NNLL-ANYGHV
The issue with frozen SCIA Engineer in case of tributary area method for load recalculation is set for load panels has been fixed NNLL-APDCYR
The problem with the tributary areas generation is already fixed NNLL-APCA99
Incorrect generation of tributary areas has been fixed NNLL-APECZZ
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