09-03-2010, 12:50 PM
Dear Deadlord
Call up a lot of reo in such small area around column adjacent to the lift shaft is common sense. To avoid that
1) Release that column
2) Delete all columns adjacent to the core due to encountering problem of the diffrential shortening in high rise building.
50% you have mentioned is right. That's a rule of thump. However, do not need to follow as you can provide the tie beam or thickening the slot.
Define Strip design is considered the most difficult part of slab design. It is required experience.
Call up a lot of reo in such small area around column adjacent to the lift shaft is common sense. To avoid that
1) Release that column
2) Delete all columns adjacent to the core due to encountering problem of the diffrential shortening in high rise building.
50% you have mentioned is right. That's a rule of thump. However, do not need to follow as you can provide the tie beam or thickening the slot.
Define Strip design is considered the most difficult part of slab design. It is required experience.