Excuse me,there is some questions about staad foundation software operations:
1.what's the function of the "auto generate control region for columns" button?
2.why i change current units from english unit to SI unit,the software will prompt the wrong dialog box with "Could not create XML file for mat foundation ",and the caculation sheet also can not be generated
2.i built a mat job with 4 piles under the mat,the pile reaction is reasonable,but when i built a mat job with 5piles, the No.P5 pile under the column,the pile reaction is huge and unreasonable,the pile reaction is almost equal t
o the load of the column,and he other four piles reaction is very little.why is it?
5.Could you please give me your E-mail address and I want to send the model file to you,the file can't be unload in communities