arunkumar G
Civil/Environmental
- Nov 3, 2020
- 2
Hi,
I Have doubt IN TEKLA Software AS WELL AS SDS/2. AND I FOUND some field erection Points Various in both of them , like
EXample: IN TEKLA WE Follow Erection side for placing beam in shear tab of column to be on same side , and also see field Conditions, Crane Access, Existing Buildings access. BUT IN SDS/2 shear tab are placed in opposite side and some say it is not any issue in erection point. but in really view from erection does software play any role.
I Have doubt IN TEKLA Software AS WELL AS SDS/2. AND I FOUND some field erection Points Various in both of them , like
EXample: IN TEKLA WE Follow Erection side for placing beam in shear tab of column to be on same side , and also see field Conditions, Crane Access, Existing Buildings access. BUT IN SDS/2 shear tab are placed in opposite side and some say it is not any issue in erection point. but in really view from erection does software play any role.