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aci318-02 amplify seismic loads for sdc d special reinf mome
does anyone know if aci318-02 chp 21 requires amplification with omega (not rho)...
in other words, for my smrf, do i use(omega * qe +- 0.2 sdsd) for:
1. columns of the smrf
2. beams of the smrf
thanks...i can't find anything explicit in aci318-02!
check out our whitepaper library.
no, it is not required to use omega factor for designing beams and columns of an smrf. if you have a column supporting a discontinuous shear wall or braced frame, then those columns have to be designed for overstrength factors.

__________________
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[url="http://www.dimcax.com"]几何尺寸与公差标准[/url]

2009-09-07, 10:04 AM	#1
huangyhg 超级版主注册日期: 04-03 帖子: 18592 精华: 36 现金: 249466 标准币资产: 1080358888 标准币	aci318-02 amplify seismic loads for sdc d special reinf mome aci318-02 amplify seismic loads for sdc d special reinf mome does anyone know if aci318-02 chp 21 requires amplification with omega (not rho)... in other words, for my smrf, do i use(omega * qe +- 0.2 sdsd) for: 1. columns of the smrf 2. beams of the smrf thanks...i can't find anything explicit in aci318-02! check out our whitepaper library. no, it is not required to use omega factor for designing beams and columns of an smrf. if you have a column supporting a discontinuous shear wall or braced frame, then those columns have to be designed for overstrength factors. __________________ 借用达朗贝尔的名言：前进吧，你会得到信心! [url="http://www.dimcax.com"]几何尺寸与公差标准[/url]