i would like to know how to model a 3d multistory reinforced concrete building with two way reinforced concrete slab, using STAAD PRO2000. This must be done considering that the STAAD PRO2000 MASTER/SLAVE options yields wrong results, so it can't be used. The building of course is subjected to...
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...
I WANT TO KNOW WHAT IS THE DIFFERENCE BETWEEN THE STAAD PRO2001 OPTION DIAGRAPHM SLAVE AND THE RIGID SLAVE USED IN STAAD PRO2000.
CAN THE RIGID SLAVE OPTION BE USED SUCCESFULLY TO MODEL RIGID FLOORS, SPECIALLY 2 WAY CONCRETE FLOORS?
CAN THE RIGID SLAVE OPTION BE USED SUCCESFULLY WITH RESPONSE...
