Hello, The panels in question that exceed the interrupt security, hw/lw < = 2.0, it is exposed to item 2.5.2.3. And its value increases approximately 1.4 times due to this item. This seems to be the reason for the shear force problem and the lack of stirrups (reinforcement). However, the panels in question are in a rigid basement... Article in the regulation In 2.5.2.3, there is no clear statement that "this condition does not apply to panels in a rigid basement", but there is an option for this in the program. In short, either in the Analysis Settings dialog, under the TDY Options tab, select the "Apply ductile materials to rigid basement" option. you cancel or increase the cutting capacity of the relevant panels trace. (It seems difficult to save) There is a lack of size for P19, which continues on all floors. Instead of increasing the size, you can choose the concrete class C30. Good work"o_berdibek":ezmp0gmt" said:
You can download the English demo versions of the program from our website idecad.com. [url ]http://www.idecad.com/download.asp?pageID=19[/url]"mc_signal":161lz30r" said:good day, is there a link where I can download the English demos of the ide static latest versions as 32 64 bits, I wonder if I can pass it on to foreign control engineers
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