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import apple
- Thread starter hekim
- Start date
HakanŞahin
Administrator
With scale in autocad or idecad, edit the drawing scale to be 1 meter 1 unit.
Mr. Hakan, I'm sorry, I'm new, I don't know how it's done. I'll ask one more thing, what is the "Make compatible with static" button while doing system analysis? What is the shearing force in the building and when the force is greater than Vmax, what can we do other than changing the column dimensions? do you need
HakanŞahin
Administrator
What do you mean by shear force generated in the building? Did you mean column shear force? If And>Vmax, you need to increase the column dimensions, or you can increase the size of the other columns in the corresponding direction to reduce the shear force on the column. You can add columns / panels to the system."physician":3a3eq6o9" said:hakan, I'm sorry I'm new, I don't know how it's done automatically arranges its layers according to the static program. The program automatically closes some open layers and opens some layers automatically. If you want to convert the imported file into axis, column, beam, etc. objects, you can use the "Tools/2D Architectural Project Read" command ="hekim":3a3eq6o9"] What can we do other than changing the dimensions of the column when the shear force and force in the building are greater than V max. Do we have to change the dimensions according to which direction the shear force occurs
Good day, come easy, I have a question. He says that the beam deflection limit has been exceeded in the beams, I increase the beam size to correct it. Some of them are getting better and some are not. How can we solve this problem? how can we arrange the third one, do we have to consider the geometry control, thank you in advance
There is no difference between licensed ideCAD STATIC and its demo, except for not getting a printout. If you get a lot of errors in your project, there is probably a problem in your design or data entry, or if you have just started using it, it is because you do not have a good command of the program yet. If you send your project to the forum, our technical service and users can guide you about the causes of errors. To overcome the deflection problem, you need to increase the depth (height) of the beams, not the width, so that the principal (vertical) axis of the section becomes stronger. Increasing the width of the beam will not provide much benefit. From the message you wrote, it seems that you have increased the width of the beam. Some of the warnings given in the geometry check are in orientation (you don't necessarily need to fix it), some are the minimum size requirements in the TS500 and earthquake code (you need to fix it).
You can watch the training videos on the site, then you can join the training programs in the Istanbul office. However, these trainings are for the use of the program, not engineering training. Developing yourself on the engineering side of the job is a long-term process.