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Dear sir, i noticed that reinforcement required from the design output is not matching the reinforcement shown in of detailing of footing (which is very low compared to design result in my analysis as well as in this video. What might be the cause and how to fix this?
![Digital Circus Episode 4 [TRAILER]](http://i.ytimg.com/vi/abZtsmMUbJo/mqdefault.jpg)
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Learning alot from yuor videos
Thanks Buddy
Why the stiff member column is defined as "thick plate"? Shouldn't it be un-tik while defining???
Dear sir, i noticed that reinforcement required from the design output is not matching the reinforcement shown in of detailing of footing (which is very low compared to design result in my analysis as well as in this video. What might be the cause and how to fix this?
Hi hussain,
what is a stiff column? AND why are we not definining it in Column properties?
Stiff column is the normal column....
It is used for simulation....
THE VIDEO IS GOOD BUT THE VOICE IS TO LOW, YOU CANNONT HEAR THE WORDS THAT THE PRESENTOR WAS SAYING