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Hi, We have tried to design a SHS to SHS joint 90 deg both 150x150x6 and we have found that when checking the welds it takes into account the longitudinal weld only. We have check the EC3 1-...
Hi Robot gives me the results of deformation in two forms 1)graphical 2)numerical in a table. The results in the table are according to global system X,Y and Z while the graphical are Total Val...
Hi, I am trying to design an RHS to RHS truss connection detail but I have to rotate 90 deg the chord. How I can do it? I have even redefined the section (90deg rotation) but the soft still ...
Hi, I have been working on a file which normally is about a size of 100 Mb. Suddenly the file became 2.7 Gb. Also, copying from a table e.g. Forces, takes about a minute. Any suggestions? &...
Hi, Can I use Non-Linear Hinges in Time History Analysis (design for blast)? In the help it is written "This option is used for defining and assigning non-linear hinges to structur...
Artur, in addition, I have a panel/shell and a brace in the same plane. When I mesh the shell, it takes the brace into the meshing. How can I mesh the panel/shell so it will ignore the brace? T...
Hi, I have tried to design the truss K joint with a gap and it seems that the software does not perform the check according to EN 1993-1-8 5.1.5 (5.1 a and b). So, therefore now it is p...
Hi, I have created walls for UDL loading. I have created bracing as truss members as I do not want them picking up any loads but it seems a bit different on the attached model: I have done a...
I am trying to obtain dynamic properties (natural frequencies) of a portal frame 5x5m (pinned bases) using 305x305x137 UC. The modal anaylsis gives me the lowest fn=6.28Hz. Now, I would like to ...
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