ACI 314R-11: Guide to Simplified Design for Reinforced by ACI Committee 314

By ACI Committee 314

This advisor offers simplified tools and layout suggestions that facilitate and pace the engineering of low-rise constructions inside convinced obstacles. fabric is gifted in an order that follows regular layout technique with tactics brought because the fashion designer will want them during a development layout.

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Additional resources for ACI 314R-11: Guide to Simplified Design for Reinforced Concrete Buildings

Sample text

4—Waffle-slab. *MKH{1MRMQYQHMQIRWMSRWJSVHVSTTERIPW ^SRIW SJ TYRGLMRK WLIEV JEMPYVI I\MWX ERH FSXL WLSYPH FI GLIGOIHMRHIWMKR (VST TERIPW WLSYPH TVSNIGX FIPS[ XLI WPEF EX PIEWX SRI JSYVXLSJXLIWPEFHITXLFI]SRHXLIHVSTERHWLSYPHI\XIRH MRIEGLHMVIGXMSRJVSQXLIGSPYQRGIRXIVPMRIEHMWXERGIRSX PIWWXLERSRIWM\XLXLIWTERPIRKXLQIEWYVIHJVSQGIRXIVXS GIRXIVSJWYTTSVXWMRXLEXHMVIGXMSR *MKH
  Waffle-slabs{*SVPSRKIVWTERWZSMHWEVIJSVQIH in the bottom of a flat-plate, away from the columns.

MKH{1MRMQYQHMQIRWMSRWJSVHVSTTERIPW ^SRIW SJ TYRGLMRK WLIEV JEMPYVI I\MWX ERH FSXL WLSYPH FI GLIGOIHMRHIWMKR (VST TERIPW WLSYPH TVSNIGX FIPS[ XLI WPEF EX PIEWX SRI JSYVXLSJXLIWPEFHITXLFI]SRHXLIHVSTERHWLSYPHI\XIRH MRIEGLHMVIGXMSRJVSQXLIGSPYQRGIRXIVPMRIEHMWXERGIRSX PIWWXLERSRIWM\XLXLIWTERPIRKXLQIEWYVIHJVSQGIRXIVXS GIRXIVSJWYTTSVXWMRXLEXHMVIGXMSR *MKH
  Waffle-slabs{*SVPSRKIVWTERWZSMHWEVIJSVQIH in the bottom of a flat-plate, away from the columns.

The lateral PSEHW WLSYPH FI XVERWJIVVIH JVSQ XLI ETTPMGEXMSR TSMRX XS XLI PEXIVEPJSVGIVIWMWXMRK WXVYGXYVEP QIQFIVW WXVYGXYVEP *MK{0EXIVEPJSVGIVIWMWXMRKWXVYGXYVEPW]WXIQ [EPPWERHQSQIRXVIWMWXMRKJVEQIW
EWMRTPERIPSEHWMRXLI HMETLVEKQ  (METLVEKQ{8LI HMETLVEKQ WLSYPH GSQTP] [MXL E
XLVSYKL I
 (a) The shape in plan of the floor slab diaphragm should be EWVIKYPEVERHW]QQIXVMGEPEWTVEGXMGEFPI4VIJIVVIHJSVQW WLSYPH FI WUYEVI SV VIGXERKYPEV 6IGXERKYPEV HMETLVEKQW WLSYPHLEZIEQE\MQYQVEXMSSJWLSVXIVXSPSRKIVWMHISJ F
*PSSVWPEFWXVYGXYVEPQIQFIVWWLSYPHGSQTP][MXLXLI QMRMQYQXLMGORIWWSJ'LETXIV G
2SSTIRMRKMRXLIWPEFWLSYPHFIKVIEXIVXLERTIVGIRX of the floor area, and the sum of all openings in the slab should not exceed 50 percent of the floor area; H
(METLVEKQGSPPIGXSVIPIQIRXWWLSYPHFITVSZMHIHEW MRHMGEXIH MR  ERH FI GETEFPI SJ XVERWQMXXMRK PEXIVEP loads from the floor slab system to the lateral-force-resisting WXVYGXYVEP[EPPWERH I
 (METLVEKQ QIQFIVW GER FI EX E WPSTI FYX WLSYPH GSQTP][MXL  *PSSV QEWW GIRXVSMH—The floor mass centroid should correspond to the centroid of the area of the floor slab.

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