Pile cap reinforcement
Pile cap reinforcement
(OP)
Hey guys see the attached files. I have a pile cap. I'm designing it according to EC2. However I'm not sure about how to find the minimum reinforcement? I have a suggestion though:
I would find the minimum reinforcement for the pile cap by considering it as a deep beem therefore i will use the following formula: 0,001*t_pilecap= 0,001*800mm= 800mm^2/m
Is that correct? thanks in advance
http://files.engineering.com/getfile.aspx?folder=7...
http://files.engineering.com/getfile.aspx?folder=2...
I would find the minimum reinforcement for the pile cap by considering it as a deep beem therefore i will use the following formula: 0,001*t_pilecap= 0,001*800mm= 800mm^2/m
Is that correct? thanks in advance
http://files.engineering.com/getfile.aspx?folder=7...
http://files.engineering.com/getfile.aspx?folder=2...






RE: Pile cap reinforcement
RE: Pile cap reinforcement
RE: Pile cap reinforcement