Download e-book for iPad: ACI 314R-11: Guide to Simplified Design for Reinforced by ACI Committee 314

By ACI Committee 314

ISBN-10: 087031761X

ISBN-13: 9780870317613

This consultant provides simplified tools and layout strategies that facilitate and pace the engineering of low-rise structures inside yes obstacles. fabric is gifted in an order that follows usual layout approach with approaches brought because the clothier will desire them during a development layout.

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

Example text

1. Maximum specified yield strength JSVTPEMRVIMRJSVGIQIRXWLSYPHFITWM 14E
ERH YRHIV XLMWKYMHI XLI QE\MQYQ RSQMREP HMEQIXIV SJ TPEMR VIMRJSVGMRK FEVW MW  MR  QQ
 7IGXMSR 
 4PEMR VIMRJSVGIQIRXMWRSXEPPS[IHJSVYWIMRXLI9RMXIH7XEXIW  %HQM\XYVIW{%HQM\XYVIW WLSYPH GSRJSVQ XS XLI %781WXERHEVHWMR8EFPI %HHMXMSREP EHQM\XYVIW QE] FI YWIH MJ ETTVSZIH F] E PMGIRWIH HIWMKR TVSJIWWMSREP 'EPGMYQ GLPSVMHI SV EHQM\ XYVIW GSRXEMRMRK GLPSVMHIW WLSYPH RSX FI YWIH MR GSRGVIXI LEZMRKTVIWXVIWWIHWXIIPSVMRGSRGVIXIXLEXMWMRGSRXEGX[MXL KEPZERM^IHWXIIP 8LIYWI SJ EHQM\XYVIW MR GSRGVIXI GSRXEMRMRK I\TERWMZI cement, as specified by ASTM C845-04, should be used [MXL GEYXMSR 8LI EHQM\XYVI WLSYPH FI TVSZIR GSQTEXMFPI [MXLXLIGIQIRX[MXLSYXTVSHYGMRKLEVQJYPIJJIGXW  7XSVEKI SJ QEXIVMEPW{-X MW MQTSVXERX XLEX GIQIRX ERHEKKVIKEXIWFIWXSVIHXSTVIZIRXGSRXEQMREXMSRHIXIVMS VEXMSRERHMRXVYWMSRSJJSVIMKRQEXXIV%R]QEXIVMEPXLEXLEW HIXIVMSVEXIH SV LEW FIIR GSRXEQMREXIH WLSYPH RSX FI YWIH JSVGSRGVIXI %QIVMGER'SRGVIXI-RWXMXYXI'ST]VMKLXIH1EXIVMEP{[[[GSRGVIXISVK +9-()837-140-*-)(()7-+2*366)-2*36')('32'6)8)&9-0(-2+7 %'-6 8EFPI {%781WXERHEVHVIJIVIRGIWJSV EHQM\XYVIW 4YVTSWI 7XERHEVH ;EXIVVIHYGXMSRERHWIXXMRKXMQI modification %781'1 Produce flowing concrete %MVIRXVEMRQIRX %781'1 %781''1 8EFPI {1MRMQYQERHQE\MQYQVIMRJSVGMRKFEV HMEQIXIVWYWIHMRWXVYGXYVIW 6IMRJSVGIQIRXX]TI VIJIVIRGIWIGXMSR 1MRMQYQFEV HMEQIXIV HF 1E\MQYQFEV HMEQIXIV HF E
(IJSVQIHVIMRJSVGMRKFEVW  MR QQ MR QQ F
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*SVWXMVVYTWERHXMIW  MR QQ MR QQ H
4PEMRVIMRJSVGMRKFEVW  MR QQ MR QQ  {1MRMQYQERHQE\MQYQVIMRJSVGMRKFEV HMEQIXIV 6IMRJSVGIQIRX YWIH MR WXVYGXYVIW HIWMKRIH YRHIV XLMW KYMHIWLSYPHLEZIERSQMREPHMEQIXIV HFRSXPIWWXLERXLI QMRMQYQHMEQIXIVRSVKVIEXIVXLERXLIQE\MQYQHMEQIXIV KMZIRMR8EFPI {'SRGVIXIGSZIVJSVVIMRJSVGIQIRX  1MRMQYQ GSRGVIXIGSZIV{8LIQMRMQYQGSRGVIXI GSZIVXSVIMRJSVGIQIRXXLEXWLSYPHFITVSZMHIHMWWLS[RMR 8EFPI  Special fire protection of the structure{;LIR XLI designated fire rating, in hours, for the building is greater XLERLSYVXLIGSRGVIXIGSZIVSJWLSYPHFIMRGVIEWIH by 1/4 in.

Maximum specified yield strength JSVTPEMRVIMRJSVGIQIRXWLSYPHFITWM 14E
ERH YRHIV XLMWKYMHI XLI QE\MQYQ RSQMREP HMEQIXIV SJ TPEMR VIMRJSVGMRK FEVW MW  MR  QQ
 7IGXMSR 
 4PEMR VIMRJSVGIQIRXMWRSXEPPS[IHJSVYWIMRXLI9RMXIH7XEXIW  %HQM\XYVIW{%HQM\XYVIW WLSYPH GSRJSVQ XS XLI %781WXERHEVHWMR8EFPI %HHMXMSREP EHQM\XYVIW QE] FI YWIH MJ ETTVSZIH F] E PMGIRWIH HIWMKR TVSJIWWMSREP 'EPGMYQ GLPSVMHI SV EHQM\ XYVIW GSRXEMRMRK GLPSVMHIW WLSYPH RSX FI YWIH MR GSRGVIXI LEZMRKTVIWXVIWWIHWXIIPSVMRGSRGVIXIXLEXMWMRGSRXEGX[MXL KEPZERM^IHWXIIP 8LIYWI SJ EHQM\XYVIW MR GSRGVIXI GSRXEMRMRK I\TERWMZI cement, as specified by ASTM C845-04, should be used [MXL GEYXMSR 8LI EHQM\XYVI WLSYPH FI TVSZIR GSQTEXMFPI [MXLXLIGIQIRX[MXLSYXTVSHYGMRKLEVQJYPIJJIGXW  7XSVEKI SJ QEXIVMEPW{-X MW MQTSVXERX XLEX GIQIRX ERHEKKVIKEXIWFIWXSVIHXSTVIZIRXGSRXEQMREXMSRHIXIVMS VEXMSRERHMRXVYWMSRSJJSVIMKRQEXXIV%R]QEXIVMEPXLEXLEW HIXIVMSVEXIH SV LEW FIIR GSRXEQMREXIH WLSYPH RSX FI YWIH JSVGSRGVIXI %QIVMGER'SRGVIXI-RWXMXYXI'ST]VMKLXIH1EXIVMEP{[[[GSRGVIXISVK +9-()837-140-*-)(()7-+2*366)-2*36')('32'6)8)&9-0(-2+7 %'-6 8EFPI {%781WXERHEVHVIJIVIRGIWJSV EHQM\XYVIW 4YVTSWI 7XERHEVH ;EXIVVIHYGXMSRERHWIXXMRKXMQI modification %781'1 Produce flowing concrete %MVIRXVEMRQIRX %781'1 %781''1 8EFPI {1MRMQYQERHQE\MQYQVIMRJSVGMRKFEV HMEQIXIVWYWIHMRWXVYGXYVIW 6IMRJSVGIQIRXX]TI VIJIVIRGIWIGXMSR 1MRMQYQFEV HMEQIXIV HF 1E\MQYQFEV HMEQIXIV HF E
(IJSVQIHVIMRJSVGMRKFEVW  MR QQ MR QQ F
;MVIJSV[IPHIH[MVI VIMRJSVGIQIRX  MR QQ MR QQ G
*SVWXMVVYTWERHXMIW  MR QQ MR QQ H
4PEMRVIMRJSVGMRKFEVW  MR QQ MR QQ  {1MRMQYQERHQE\MQYQVIMRJSVGMRKFEV HMEQIXIV 6IMRJSVGIQIRX YWIH MR WXVYGXYVIW HIWMKRIH YRHIV XLMW KYMHIWLSYPHLEZIERSQMREPHMEQIXIV HFRSXPIWWXLERXLI QMRMQYQHMEQIXIVRSVKVIEXIVXLERXLIQE\MQYQHMEQIXIV KMZIRMR8EFPI {'SRGVIXIGSZIVJSVVIMRJSVGIQIRX  1MRMQYQ GSRGVIXIGSZIV{8LIQMRMQYQGSRGVIXI GSZIVXSVIMRJSVGIQIRXXLEXWLSYPHFITVSZMHIHMWWLS[RMR 8EFPI  Special fire protection of the structure{;LIR XLI designated fire rating, in hours, for the building is greater XLERLSYVXLIGSRGVIXIGSZIVSJWLSYPHFIMRGVIEWIH by 1/4 in.

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. For the system to be classified as a NSMWXW]WXIQNSMWXWWLSYPHFIWYTTSVXIHSRKMVHIVW8LMWMW called a waffle-slab-on-beams system (Fig.

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


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