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This consultant provides simplified equipment and layout innovations that facilitate and pace the engineering of low-rise constructions inside yes boundaries. fabric is gifted in an order that follows normal layout approach with approaches 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

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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.

MKE{9WISJSRIHMVIGXMSRMRXIVQIHMEXIFIEQWMR the slab-on-girder floor system. 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.

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
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 (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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