Dear SOFiSTiK team
I have found a bug related to loads in local coordinate system. Namely, if there is a structural point on top of a structural line, then it seems that the loads applied to the structural line in its local coordinates are not applied correctly. See the demonstration below:
In this case the problem is caused by the SPT NO 7 in the following code:
+PROG AQUA urs:31.8
HEAD Materials
NORM DC "EN" NDC "199x-200x"
STEE No 1 TYPE S CLAS 355
END
+PROG SOFIMSHC urs:30.9
HEAD
SYST 3D
CTRL MESH 1
CTRL HMIN 0.5
SPT NO X Y Z
1 0 0 0
2 5 0 0
3 5 1 0
4 0 1 0
5 0 0.5 0
6 5 0.5 0
SPT NO 7 X 2 Y 0.5 Z 0 $If this line is active then the lineload in local coordinate system are applied incorrectly
SLN NO 1 NPA 1 NPE 4
SLNS FIX PP
SLN NO 2 NPA 2 NPE 3
SLNS FIX XP
SLN NO 3 NPA 5 NPE 6 GRP 1 DROT -45
SAR NO 1 GRP 1 MNO 1 T 100 MCTL REGM H1 250[mm]
SARB NA NE
1 2
2 3
3 4
4 1
END
+PROG SOFILOAD urs:30.10
HEAD
ACT G
LC 1 TYPE G TITL "Load in global Y and Z"
LINE REF SLN NO 3 TYPE PYY P1 10
LINE REF SLN NO 3 TYPE PZZ P1 10
LC 2 TYPE G TITL "Load in local Y and Z"
LINE REF SLN NO 3 TYPE PY P1 10
LINE REF SLN NO 3 TYPE PZ P1 10
END
+PROG ASE urs:30.11
HEAD
LC ALL
END
Results are correct if SPT NO 7 is removed:
With best regards,
Martin