structural87
Structural
- May 12, 2015
- 83
hello,
i have a one story builidng which i am investigating if a cantilevered column system is better than special moment frame. the seismic design category is D.
i guess no requirement for beam column joint. asce7-10 specifies that it must be detailed to fit the requirements of SMRF.
Does this mean i need to detail the reinforcement accordingly while designing the column as ordinary or intermediate frame ?
Thank you
i have a one story builidng which i am investigating if a cantilevered column system is better than special moment frame. the seismic design category is D.
i guess no requirement for beam column joint. asce7-10 specifies that it must be detailed to fit the requirements of SMRF.
Does this mean i need to detail the reinforcement accordingly while designing the column as ordinary or intermediate frame ?
Thank you