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Hi, I really wonder if there is a chance to create rigid links in the following situation i.e. I have four beam forming a perimeter of a slab, the slab is within the beams, then I would like...
Hi, When reading the design report of a moment connection it gives at the bottom the results for connection rotational stiffness. The results of the actual stiffness or even any rotatio...
Hi, I am carrying out a buckling analysis (see attached model) and I have a few concerns, namely: - For two the same load cases I have different Crit Coef, - I have modeled the structure i...
Hi, Any logical explanation of this error - Example not specified? Best regards,
Hi, In the design options for moment connections (last tab) we can select either Braced or Sway. Is it that Braced shall be used when alfa cr is more than 10 i.e. non-sway frame and Swa...
Hi, I am trying to use the Wind Load Simulation but I have a concern, namely, I would like to know what kind of wind speed I shall use. The standards and met offices use mean values e.g. 3se...
Hi, I have performed a non-linear analysis on a double span continuous structure, using elasto-plastic steel beam properties and tried to use the "criterions to stop analysis" func...
Hi, I am trying to design a flat 200x10 subject to compression using two methods of creating the section a) solid - user section b) Tools - section definition. When it comes to the cros...
Hi there, I am designing currently en enclosure (a box) implementing the Stress Skin Design. I have steel beams on the the roof supported by columns - top flanges al...
Hi, I have made a few elements Inactive using Advanced Properties. Could I know how to make them active again? I gave up after a while of serching for the tool. Thanks in advance.