ideCAD Steel T profile

Re: İdecad steel T profile Hello ; If you right-click on the sections section in the Structure Tree, the add new section tab will appear. When you select Add new section, as you can see in the image, T is available in section types in a single section. You can create it by entering geometric data. Good work.
 
Thank you... Also, I want to create truss in the program myself, but when I enter the right elevation value of the beam I selected as the beam T profile, there is an elevation in the left elevation.
 
Hello there; Right or left is determined according to the tip you start modeling. Therefore, the end you describe as left is the end drawn earlier. Pull the node at the end of the beam you want to raise, and the move command will appear on the screen. You can model by typing the value you want to the appropriate digit in the x, y, z coordinate system.
 
Have a nice day.... I get an error that Pmm Rate is not provided in my project. Can you explain exactly what is the reason for this? What measures can be taken?
 
Hello there; The PMM ratio is the ratio of the axial load, major and minor directional bending strengths to the loads on the element, and it can have different solutions for the cases where the element you use is moment-transmitting or sliding or only works with axial load. I need to see your project before I can comment. However, in general, the solution is to enlarge the section to increase the strength. Under axial load, under lateral torsional buckling due to weak direction effects, the strength of the control may decrease, for this it may be necessary to shorten the buckling length. For example, if this situation occurs in roof braces under axial load, you can increase the number of diagonals on the roof or enlarge the cross section in order to shorten the diagonal length. You can use a tension rod for the purlin. In order to interpret these situations in general, Prof. You can benefit from the book of explanations and examples about the buildings to be built in earthquake zones, published together with the Steel Structures book of Erdoğan Uzgider, Hilmi Deren and the Earthquake Code. Good work.
 
Hello there; Only the design reports of the connections on the first page of the steel tab are available. Constructive connections are not designed. Good work.
 
In this project, I make a support joint, the truss does not fit into the joint. Am I making a mistake in the project or is there a programmatic error? I remember there was no problem with the version before the update.
 
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