ERNESTOBARRERA
Structural
- Sep 29, 2001
- 24
WHAT IS THE BEST WAY TO MODEL A REINFORCED CONCRETE BUILDING WITH TWO WAY REINFORCED CONCRETE SLAB, USING STAAD PRO2000, CONSIDERING THAT THE MASTER/SLAVE OPTION IS NOT PROPERLY WORKING IN THE 2000 VERSION?
I WOULD LIKE TO HEAR FROM ANYONE WHO HAS EXPERIENCE MODELING SUCH BUILDINGS IN STAAD PRO2000.
I WOULD LIKE TO HEAR FROM ANYONE WHO HAS EXPERIENCE MODELING SUCH BUILDINGS IN STAAD PRO2000.