Ali Karami
-
Posts
4 -
Joined
-
Last visited
-
Days Won
3
1 Follower
Ali Karami's Achievements
Newbie (1/14)
6
Reputation
-
SAAD.KHAN. reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
Saifuddin18 reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
abbaskhan2294 reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
UmarMakhzumi reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
Fatima Khalid reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
Badar (BAZ) reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
6/5 beam to column capacity check in the last floor
Ali Karami replied to Ali Karami's topic in Seismic Design
btw, i found this in ACI318-19:
-
6/5 beam to column capacity check in the last floor
Ali Karami replied to Ali Karami's topic in Seismic Design
i got it! but this can not be applied to "joint shear check for columns" of the top story. right? -
6/5 beam to column capacity check in the last floor
Ali Karami replied to Ali Karami's topic in Seismic Design
thank you! although i knew this (but not the reason behind) one can not find it in the ACI code and it is hard to imply this to ignorant people. any official written document for it? -
Ali Karami reacted to a post in a topic:
6/5 beam to column capacity check in the last floor
-
i want to know if it is mandatory to check 6/5 beam to column capacity control in the last floor of the building. because in the last floor, the joint only has one column and normally two beams and it is hard to satisfy this issue. you will need a bigger column (in size or reinforcing) compared to below floors. is there any exception for the last floor? (working with ACI)