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By ACI Committee 314

This advisor offers simplified tools and layout recommendations that facilitate and velocity the engineering of low-rise constructions inside yes obstacles. fabric is gifted in an order that follows standard layout procedure with systems brought because the fashion designer will want them during a construction layout.

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

Sample text

When *MK{(MWXVMFYXMSRVMFW Fig. 3—Two-way joist system or waffle-slab-on-beams W]WXIQ the beams are omitted, the system is called the waffle-slab W]WXIQHIWGVMFIHMR  %HZERXEKIW SJ NSMWX W]WXIQW{8LI NSMWX W]WXIQ GEREGGSQQSHEXIQIHMYQXSPEVKIWTERW[MXLVIPEXMZIP]PS[ WIPJ[IMKLX-XMWIEW]XSPSGEXIWQEPPTIVJSVEXMSRWHYGXWERH %QIVMGER'SRGVIXI-RWXMXYXI'ST]VMKLXIH1EXIVMEP{[[[GSRGVIXISVK  +9-()837-140-*-)(()7-+2*366)-2*36')('32'6)8)&9-0(-2+7 %'-6 *MK{4YRGLMRKWLIEVJEMPYVI *MKE{(VSTTERIPW *MKF{'SPYQRGETMXEP *MK{*PEXTPEXIW]WXIQ WLEJXW *SV LIEZ] PMZI PSEHW SV PEVKI TIVQERIRX PSEHW XLI serviceability deflection limits can be readily met because SJ XLI VIPEXMZIP] PEVKI HITXL SJ XLI W]WXIQ 'PIEV WTEGMRK FIX[IIRNSMWXWMWEXVEHISJJFIX[IIREXLMRRIVXSTWPEFERH E PEVKIVRYQFIVSJ NSMWXW XLYW EPPS[MRK XLIHIWMKRIVKVIEX JVIIHSQMRGLSSWMRKETTVSTVMEXIHMQIRWMSRW  (MWEHZERXEKIW SJ NSMWX W]WXIQW{8LI NSMWX W]WXIQHIQERHWQSVI[SVOQERWLMTXLERSXLIVW]WXIQW*SV WOI[TPERPE]SYXWFSXLHIWMKRERHGSRWXVYGXMSRTVSGIHYVIW EVIQSVIGSQTPI\XLERJSVSXLIVW]WXIQW*SVETEVXQIRXERH office occupancies, the system may need a false ceiling or an underneath concrete soffit, which in turn requires permanent TERWSVHSQIW0EVKITIVJSVEXMSRWHYGXWSVWLEJXWMRXIVVYTX WIZIVEPNSMWXW[LSWIXVMFYXEV]PSEHWLSYPHFIXVERWJIVVIHXS SXLIVNSMWXWXLYWQEOMRKHIWMKRERHGSRWXVYGXMSRQSVIMRXVM GEXI-JXLINSMWXHITXLMWHMJJIVIRXXLERXLIKMVHIVHITXLXLI advantage of a flat formwork decking is lost.

M ot n i 1 Fi hi F *EGXSVIH WXSV] SZIVXYVRMRK QSQIRX 1\Y ERH JEGXSVIH FEWI SZIVXYVRMRK QSQIRX 1SXY WLSYPH FI HIXIVQMRIH F] QYPXM TP]MRK 1\ERH1SXF]XLIETTVSTVMEXIPSEHJEGXSVJVSQ  8SVWMSREP QSQIRXW{*SV IEGL WXSV] ERH MR IEGL TVMRGMTEP HMVIGXMSR XLI YRJEGXSVIH XSVWMSR 8M WLSYPH FI GSQTYXIHEWXLITVSHYGXSJXLIWXSV]PEXIVEPJSVGI*MXMQIW ERIGGIRXVMGMX]IUYEPXSXLIXVERWZIVWIHMWXERGIFIX[IIRXLIPMRI SJEGXMSRSJXLIPEXIVEPJSVGIERHXLIWXSV]PEXIVEPWXMJJRIWWGIRXIV *MK
8LIWXSV]WXMJJRIWWGIRXIVWLSYPHFIHIXIVQMRIH F] *SV[MRHERHWIMWQMGPSEHW8MWLSYPHFIXEOIREW XLIKVIEXIVZEPYIHIXIVQMRIHJSVFSXLTVMRGMTEPHMVIGXMSRW*SV PEXIVEPWSMPTVIWWYVI8MWLSYPHFIXEOIREWXLIEPKIFVEMGWYQSJ XLIZEPYIWHIXIVQMRIHJSVFSXLTVMRGMTEPHMVIGXMSRW 8LIWXSV]XSXEPYRJEGXSVIHXSVWMSREXPIZIP\JSVIEGLPEXIVEP JSVGI [MRH WIMWQMG ERH WSMP
 GSVVIWTSRHW XS WYQ SJ XLI WXSV]YRJEGXSVIHXSVWMSRETTPMIHXSXLIWXVYGXYVIJVSQWXSV]\ XSXLIVSSJEWHIXIVQMRIHF])U 
 Tx n i x Ti  &EWI XSXEP YRJEGXSVIH XSVWMSR 8S JSV IEGL PEXIVEP JSVGI [MRH WIMWQMG ERH WSMP
 GSVVIWTSRHW XS WYQ SJ XLI WXSV] YRJEGXSVIHXSVWMSRETTPMIHXSXLIWXVYGXYVI %QIVMGER'SRGVIXI-RWXMXYXI'ST]VMKLXIH1EXIVMEP{[[[GSRGVIXISVK +9-()837-140-*-)(()7-+2*366)-2*36')('32'6)8)&9-0(-2+7 %'-6  *MK{7XSV]XSVWMSR *EGXSVIH WXSV] XSVWMSREP QSQIRX 8MY ERH JEGXSVIH FEWI XSVWMSREPQSQIRX8SYWLSYPHFIGSQTYXIHF]QYPXMTP]MRK8M ERH 8SF]XLIETTVSTVMEXIPSEHJEGXSVJVSQ {0EXIVEPJSVGIVIWMWXMRKW]WXIQ  +IRIVEP{8LI PEXIVEPJSVGIVIWMWXMRK W]WXIQ MW GSQTSWIH SJ WXVYGXYVEP QIQFIVW EGXMRK NSMRXP] XLEX VIWMWX ERH XVERWQMX PEXIVEP PSEHW VIWYPXMRK JVSQ WIMWQMG QSXMSRW [MRHERHPEXIVEPIEVXLTVIWWYVIXSXLIKVSYRH *MK
 The floor system should act as a diaphragm that carries MR MXW TPERI XLI PEXIVEP JSVGI JVSQ XLI ETTPMGEXMSR TSMRX XS XLI ZIVXMGEP QIQFIVW SJ XLI PEXIVEPJSVGIVIWMWXMRK W]WXIQ :IVXMGEP QIQFIVW SJ XLI PEXIVEPJSVGIVIWMWXMRK W]WXIQ in turn, collect loads arising from all floors affected and XVERWQMXXLIQHS[RXSXLIJSYRHEXMSRERHXSXLIYRHIVP]MRK WSMP8LIQEMRZIVXMGEPQIQFIVWSJXLIPEXIVEPJSVGIVIWMWXMRK W]WXIQWLSYPHFIERYQFIVSJVIMRJSVGIHGSRGVIXI[EPPWMR FSXLTVMRGMTEPHMVIGXMSRWMRTPER8LIWIVIMRJSVGIHGSRGVIXI [EPPWWLSYPHLEZIRSSTIRMRKWJSV[MRHS[WSVHSSVW  6IWXVMGXMSRW SR WXVYGXYVEP W]WXIQ JSV WIMWQMG VIWMWXERGI  +IRIVEP{8LI JSPPS[MRK VIWXVMGXMSRW ETTP] XS structural systems used for the seismic risk zones as defined MR   >SRIWSJPS[ERHRSWIMWQMGVMWO{8LIVIEVIRS VIWXVMGXMSRWSR[LMGLWXVYGXYVEPW]WXIQWGERFIYWIHMR^SRIW of low or no seismic risk, as defined in  -R XLIWI ^SRIWWXVYGXYVEP[EPPWJSVVIWMWXERGIXSIEVXLUYEOIWIMWQMG PSEHWQE]RSXFIRIIHIHFYXXLIMVRIIHXSVIWMWX[MRHERH soil pressure lateral loads should be verified.

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.

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