ram connection

Please attach that STAAD.Pro model together with .cut, .rcc and .rsd files related to this model.

thanks for the replay 

i have a several questions as i am kina new with the software.

1- is there any thing could be a fetal mistake ?

2- i did relase the start of the column Mx,My&Mz , is that correct , the support is already hinged but the connection  had an error tells there is huge         moment in the other direction , so to be sure this is hinged i did the relase.

3- at connection #1 joint 51 there is a warning tells anchors are in wrong possition, how to fix this !?

4- i cant design specific connections at some nodes , i dunno if it is some mistake i did or the software does not design it ! nodes ( 57,59,87)

try 2.rar

thanks for the replay 

i have a several questions as i am kina new with the software.

1- is there any thing could be a fetal mistake ?

2- i did relase the start of the column Mx,My&Mz , is that correct , the support is already hinged but the connection  had an error tells there is huge         moment in the other direction , so to be sure this is hinged i did the relase.

3- at connection #1 joint 51 there is a warning tells anchors are in wrong possition, how to fix this !?

4- i cant design specific connections at some nodes , i dunno if it is some mistake i did or the software does not design it ! nodes ( 57,59,87)

try 2.rar

The warning I see in the latest version is for concrete cover because the pedestal is so small. 

You could make the pedestal bigger, or increase the "transverse edge distance on the plate" to avoid a warning. 

Thanks !

i fixed this by moving the Anchors away from the edges and from column flang/web by the min+ edge distance