frame analysis by coefficients and live load reduction...
TRANSCRIPT
![Page 1: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/1.jpg)
ARCH 631 Note Set 8.1 F2014abn
185
Frame Analysis by Coefficients and Live Load Reduction
from Simplified Design, 3rd ed., Portland Cement Association, 2004
![Page 2: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/2.jpg)
ARCH 631 Note Set 8.1 F2014abn
186
![Page 3: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/3.jpg)
ARCH 631 Note Set 8.1 F2014abn
187
![Page 4: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/4.jpg)
ARCH 631 Note Set 8.1 F2014abn
188
is the ratio of flexural stiffness of a beam section ti the slab; m is the average for all beams on edges of a panel
is the ratio of clear spans in long to short direction
![Page 5: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/5.jpg)
ARCH 631 Note Set 8.1 F2014abn
189
NOTE: The interior column strip is defined by one quarter of the smaller of 1 and 2 each side
of the column centerline. The exterior column strip is bound by the slab edge and one
quarter of the smaller of 1 and 2 from the column centerline. The middle strip is the
remaining width between column strips.
(L/D 2)
wu = 1.2wd + 1.6wl
![Page 6: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/6.jpg)
ARCH 631 Note Set 8.1 F2014abn
190
![Page 7: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/7.jpg)
ARCH 631 Note Set 8.1 F2014abn
191
191
![Page 8: Frame Analysis by Coefficients and Live Load Reduction …faculty.arch.tamu.edu/media/cms_page_media/4348/NS8-1coefficients... · 2.3 FRAME ANALYSIS BY COEFFICIENTS The ACI Code provides](https://reader034.vdocuments.mx/reader034/viewer/2022042611/5a71da587f8b9ab6538d1285/html5/thumbnails/8.jpg)
ARCH 631 Note Set 8.1 F2014abn
192
192