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

By ACI Committee 314

This consultant offers simplified tools and layout innovations that facilitate and velocity the engineering of low-rise constructions inside definite boundaries. fabric is gifted in an order that follows normal layout technique with tactics brought because the clothier will want them during a development layout.

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

Sample text

4. The rib dimensions (joists) in waffle-slabs should comply with XLIQMRMQYQHMQIRWMSRWJSVNSMWXWKMZIRMR 8LMWW]WXIQMWZIV]WMQMPEVXSX[S[E]NSMWXW8LIQEMR HMJJIVIRGI MW XLEX JSV X[S[E] NSMWXW FIEQW EVI PSGEXIH MR the column lines, whereas for waffle slabs, all members are joists and the voids surrounding the column are filled, thus JSVQMRKEGSPYQRGETMXEP8LIWSPMHGETMXEPWLSYPHIRKEKI EX PIEWX XLVII NSMWXW MR IEGL HMVIGXMSR JSV MRXIVMSV GSPYQRW ERHEXPIEWXX[SNSMWXWTEVEPPIPXSXLIIHKIMRIHKIERHGSVRIV columns.

7PEFGSPYQRW]WXIQW  (IWGVMTXMSR{-RXLIWPEFGSPYQRW]WXIQXLIWPEF MW WYTTSVXIH HMVIGXP] F] XLI GSPYQRW [MXLSYX FIEQW SV KMVHIVW8LI W]WXIQ LEWWIZIVEPZEVMEXMSRWPMWXIHMR  XS  %TVSFPIQ EWWSGMEXIH [MXL XLMWX]TISJ W]WXIQ ORS[RWMRGIIEVP]HIZIPSTQIRXSJVIMRJSVGIHGSRGVIXIMWXLI TYRGLMRKWLIEVJEMPYVISJXLIWPEFHIWGVMFIHMR*MK  %HZERXEKIW SJ WPEFGSPYQR W]WXIQW{7PEF GSPYQR W]WXIQW KIRIVEPP] TVSZMHI E WLEPPS[IV HITXL 8LI system provides flexibility in column location, because WSQIHIZMEXMSRJVSQXLILSVM^SRXEPE\MWSVPMRISJGSPYQRW MW EPPS[IH -R KIRIVEP XLIWI W]WXIQW HS RSX RIIH E JEPWI ceiling.

SMWXHMQIRWMSREPPMQMXW *MKF{9WISJX[SHMVIGXMSRMRXIVQIHMEXIFIEQWMR the slab-on-girder floor system. SMWXW WLEPPS[IV XLER XLI KMVHIVW QE] VIWYPXMRQSVIGSQTPI\JSVQ[SVO8SGVIEXIZSMHWTIVQERIRX ERHVIQSZEFPITERWSVHSQIWSJHMJJIVIRXWLETIERHQEXIVMEP EVIYWIH%QSRKXLSWIGSQQSRP]YWIHEVITIVQERIRXERH removable wood pans; removable metal, fiberglass, plastic, PMKLXTSP]WX]VIRITPEWXMGTERWSVTIVQERIRXGIQIRXGMRHIV or clay filler blocks.  (MWXVMFYXMSR VMFW{8S MQTVSZI PSEH HMWXVMFYXMSR ERH EZSMH GVIEXMRK E GSRGIRXVEXIH PSEH SR E WSPMXEV] NSMWX MRSRI[E]NSMWXW]WXIQWXVERWZIVWIVMFWTEGMRKWLSYPHRSX I\GIIHXLIWQEPPIVSJXMQIWXLIXSXEPNSMWXHITXLLERHJX Q
 *MK
  8[S[E] NSMWX W]WXIQW{*SV WTERW ETTVS\M QEXIP] IUYEP MR FSXL HMVIGXMSRW MX QE] FI EHZERXEKISYW to use two-way joists.

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