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Building Code Requirements and Specification for Masonry Structures Containing Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) Specification for Masonry Structures (TMS 602-11/ACI 530.1-11/ASCE 6-11) and Companion Commentaries Developed by the Masonry Standards Joint Committee (MSJC) Advancing the knowledge of masonry The Masonry Society American Concrete Institute Structural Engineering Institute 3970 BBoruoladdewr,a Cy,o S8u0i3te0 42 01-D FarminPg.tOo.n B Hoixlls 9, 0M9I4 4 8333 American Socieotfy tohfe C ivil Engineers www.masonrysociety.org www.concrete.org 1801 Alexander Bell Drive Reston, VA 20191 www.seinstitute.org ABSTRACT &YMPHMRK 'SHI6IUYMVIQIRXW ERH 7TIGMJMGEXMSR JSV1EWSRV] 7XVYGXYVIW GSRXEMRW X[S WXERHEVHW ERH XLIMV GSQQIRXEVMIW &YMPHMRK 'SHI 6IUYMVIQIRXW JSV 1EWSRV] 7XVYGXYVIW817 %'- %7') ERH 7TIGMJMGEXMSR JSV 1EWSRV]7XVYGXYVIW817%'-%7') 8LIWI WXERHEVHW EVITVSHYGIH XLVSYKL XLI NSMRX IJJSVXW SJ 8LI 1EWSRV] 7SGMIX]817 XLI %QIVMGER 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(YVMRKXLI6IZMI[SJ6IWTSRWIWXS4YFPMG'SQQIRXWERH*MREP%TTVSZEP ACI Technical Activities Committee Review Group 7IVKMS%PGSGIV 1MGLEIP/VIKIV /IZMR1EG(SREPH ,ERM2EWWMJ ASCE Codes and Standards Committee .EQIW,%RWTEGL'LEMV 2IMP1,E[OMRW:MGI'LEMV +ISVKI;&SQEV +E]PI7.SLRWSR 1MGLEIP;7EPQSR ;EVVIR/;VE] (EZMH.)EXSR &SRRMI)1ERPI] ,S[EVH48LSQEW (EZMH,IMR 1E\04SVXIV (SREPH+;MXXQIV Staff Liaisons /LEPIH2ELPE[M%'- .EQIW%6SWWFIVK7)-SJ%7') 4LMPPMT.7EQFPERIX817 Balloting Assistance /EXL]/IPPIV%HQMRMWXVEXMZI%WWMWXERX 7YWER7GLIYVIV'SQQMXXII0MEMWSR ;(41EREWWEWSJJMGI 8LI1EWSRV]7SGMIX] Cover Design 8LSQEW)WGSFEV(IWMKR(MVIGXSV1EWSRV]-RWXMXYXISJ%QIVMGE Final Editing & Proofing 0YMW(SQMRKYI^4VSHYGXMSR1EREKIV 7YWER7GLIYVIV'SQQMXXII0MEMWSR 1EWSRV]-RWXMXYXISJ%QIVMGEW 8LI1EWSRV]7SGMIX] Indexing 'LVMWXIR7R]HEP4YFPMGEXMSRW1EREKIV8LI1EWSRV]7SGMIX] Editorial Assistance during Initial Development +E],SJXIMK6IXMVIH*SVQIVP][MXLXLI-RXIVREXMSREP1EWSRV]-RWXMXYXI Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) TABLE OF CONTENTS SYNOPSIS AND KEYWORDS, pg. C-vii CHAPTER 1 — GENERAL DESIGN REQUIREMENTS FOR MASONRY, pg. C-1 {7GSTI' 1MRMQYQVIUYMVIQIRXW' +SZIVRMRKFYMPHMRKGSHI' (IWMKRTVSGIHYVIW' 7-MRJSVQEXMSR' {'SRXVEGXHSGYQIRXWERHGEPGYPEXMSRW' {%TTVSZEPSJWTIGMEPW]WXIQWSJHIWMKRSVGSRWXVYGXMSR' {7XERHEVHWGMXIHMRXLMW'SHI' {2SXEXMSR' {(IJMRMXMSRW' {0SEHMRK' +IRIVEP' 0SEHTVSZMWMSRW' 0EXIVEPPSEHVIWMWXERGI' 0SEHXVERWJIVEXLSVM^SRXEPGSRRIGXMSRW' 3XLIVIJJIGXW' 0EXIVEPPSEHHMWXVMFYXMSR' {1EXIVMEPTVSTIVXMIW' +IRIVEP' )PEWXMGQSHYPM' 'SIJJMGMIRXWSJXLIVQEPI\TERWMSR' 'SIJJMGMIRXWSJQSMWXYVII\TERWMSRJSVGPE]QEWSRV]' 'SIJJMGMIRXWSJWLVMROEKI' 'SIJJMGMIRXWSJGVIIT' 4VIWXVIWWMRKWXIIP' {7IGXMSRTVSTIVXMIW' 7XVIWWGSQTYXEXMSRW' 7XMJJRIWW' 6EHMYWSJK]VEXMSR' -RXIVWIGXMRK[EPPW' &IEVMRKEVIE' )JJIGXMZIGSQTVIWWMZI[MHXLTIVFEV' 'SRGIRXVEXIHPSEHW' {'SRRIGXMSRXSWXVYGXYVEPJVEQIW' {1EWSRV]RSXPEMHMRVYRRMRKFSRH' C-ii TMS 402-11/ACI 530-11/ASCE 5-11 {'SVFIPW' 0SEHFIEVMRKGSVFIPW' 2SRPSEHFIEVMRKGSVFIPW' {&IEQW' +IRIVEPFIEQHIWMKR' (IITFIEQW' {'SPYQRW' +IRIVEPGSPYQRHIWMKR' 0MKLXP]PSEHIHGSPYQRW' {4MPEWXIVW' {(IXEMPWSJVIMRJSVGIQIRXERHQIXEPEGGIWWSVMIW' )QFIHQIRX' 7M^ISJVIMRJSVGIQIRX' 4PEGIQIRXSJVIMRJSVGIQIRX' 4VSXIGXMSRSJVIMRJSVGIQIRXERHQIXEPEGGIWWSVMIW' 7XERHEVHLSSOW' 1MRMQYQFIRHHMEQIXIVJSVVIMRJSVGMRKFEVW' {%RGLSV&SPXW' 4PEGIQIRX' 4VSNIGXIHEVIEJSVE\MEPXIRWMSR' 4VSNIGXIHEVIEJSVWLIEV' )JJIGXMZIIQFIHQIRXPIRKXLJSVLIEHIHERGLSVFSPXW' )JJIGXMZIIQFIHQIRXPIRKXLSJFIRXFEVERGLSVFSPXW' 1MRMQYQTIVQMWWMFPIIJJIGXMZIIQFIHQIRXPIRKXL' %RGLSVFSPXIHKIHMWXERGI' {7IMWQMGHIWMKRVIUYMVIQIRXW' 7GSTI' +IRIVEPEREP]WMW' )PIQIRXGPEWWMJMGEXMSR' 7IMWQMG(IWMKR'EXIKSV]VIUYMVIQIRXW' {5YEPMX]%WWYVERGITVSKVEQ' 0IZIP%5YEPMX]%WWYVERGI' 0IZIP&5YEPMX]%WWYVERGI' 0IZIP'5YEPMX]%WWYVERGI' 4VSGIHYVIW' 5YEPMJMGEXMSRW' %GGITXERGIVIPEXMZIXSWXVIRKXLVIUYMVIQIRXW' {'SRWXVYGXMSR' +VSYXMRKQMRMQYQWTEGIW' )QFIHHIHGSRHYMXWTMTIWERHWPIIZIW' CHAPTER 2 — ALLOWABLE STRESS DESIGN OF MASONRY, pg. C-77 {+IRIVEP' 7GSTI' 0SEHGSQFMREXMSRW' (IWMKRWXVIRKXL' %RGLSVFSPXWIQFIHHIHMRKVSYX' 1YPXM[]XLI[EPPW' &IEVMRKWXVIWW' (IZIPSTQIRXSJVIMRJSVGIQIRXIQFIHHIHMRKVSYX' BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES C-iii {9RVIMRJSVGIHQEWSRV]' 7GSTI' 7XVIWWIWMRVIMRJSVGIQIRX' %\MEPGSQTVIWWMSRERHJPI\YVI' %\MEPXIRWMSR ' 7LIEV' {6IMRJSVGIHQEWSRV]' 7GSTI' (IWMKREWWYQTXMSRW' 7XIIPVIMRJSVGIQIRX{%PPS[EFPIWXVIWWIW' %\MEPGSQTVIWWMSRERHJPI\YVI' %\MEPXIRWMSRERHJPI\YVEPXIRWMSR' 7LIEV' CHAPTER 3 —STRENGTH DESIGN OF MASONRY, pg. C-105 {+IRIVEP' 7GSTI' 6IUYMVIHWXVIRKXL' (IWMKRWXVIRKXL' 7XVIRKXLVIHYGXMSRJEGXSVW' (IJSVQEXMSRVIUYMVIQIRXW' %RGLSVFSPXWIQFIHHIHMRKVSYX' 2SQMREPFIEVMRKWXVIRKXL' 1EXIVMEPTVSTIVXMIW' {9RVIMRJSVGIHTPEMR QEWSRV]' 7GSTI' *PI\YVEPERHE\MEPWXVIRKXLSJYRVIMRJSVGIHTPEMR QEWSRV]QIQFIVW' %\MEPXIRWMSR ' 2SQMREPWLIEVWXVIRKXL' {6IMRJSVGIHQEWSRV]' 7GSTI' (IWMKREWWYQTXMSRW' 6IMRJSVGIQIRXVIUYMVIQIRXWERHHIXEMPW' (IWMKRSJFIEQWTMIVWERHGSPYQRW' ;EPPHIWMKRJSVSYXSJTPERIPSEHW' ;EPPHIWMKRJSVMRTPERIPSEHW' CHAPTER 4 — PRESTRESSED MASONRY, pg. C-133 {+IRIVEP' 7GSTI' {(IWMKRQIXLSHW' +IRIVEP' %JXIVXVERWJIV' {4IVQMWWMFPIWXVIWWIWMRTVIWXVIWWMRKXIRHSRW' .EGOMRKJSVGI' -QQIHMEXIP]EJXIVXVERWJIV' 4SWXXIRWMSRIHQEWSRV]QIQFIVW' )JJIGXMZITVIWXVIWW' C-iv TMS 402-11/ACI 530-11/ASCE 5-11 {%\MEPGSQTVIWWMSRERHJPI\YVI' +IRIVEP' 7IVZMGIPSEHVIUYMVIQIRXW' 7XVIRKXLVIUYMVIQIRXW' {%\MEPXIRWMSR' {7LIEV' {(IJPIGXMSR' {4VIWXVIWWMRKXIRHSRERGLSVEKIWGSYTPIVWERHIRHFPSGOW' ' ' ' &IEVMRKWXVIWWIW' {4VSXIGXMSRSJTVIWXVIWWMRKXIRHSRWERHEGGIWWSVMIW' {(IZIPSTQIRXSJFSRHIHXIRHSRW' CHAPTER 5 — EMPIRICAL DESIGN OF MASONRY, pg. C-143 {+IRIVEP' 7GSTI' 0MQMXEXMSRW' {,IMKLX' {0EXIVEPWXEFMPMX]' 7LIEV[EPPW' 6SSJW' {'SQTVIWWMZIWXVIWWVIUYMVIQIRXW' 'EPGYPEXMSRW' %PPS[EFPIGSQTVIWWMZIWXVIWWIW' {0EXIVEPWYTTSVX' 1E\MQYQl/tERHh/t' 'ERXMPIZIV[EPPW' 7YTTSVXIPIQIRXW' {8LMGORIWWSJQEWSRV]' +IRIVEP' 1MRMQYQXLMGORIWW' *SYRHEXMSR[EPPW' 4EVETIX[EPPW' {&SRH' +IRIVEP' &SRHMRK[MXLQEWSRV]LIEHIVW' &SRHMRK[MXL[EPPXMIWSVNSMRXVIMRJSVGIQIRX' 2EXYVEPSVGEWXWXSRI'

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Building Code Requirements and Specification for Masonry Structures PDF

339 Pages·2013·10.38 MB·English
by  The Masonry Society, American Concrete Institute, Structural Engineering Institute of ASCE
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Building Code Requirements and Specification for Masonry Structures Containing Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) Specification for Masonry Structures (TMS 602-11/ACI 530.1-11/ASCE 6-11) and Companion Commentaries Developed by the Masonry Standards Joint Committee (MSJC) Advancing the knowledge of masonry The Masonry Society American Concrete Institute Structural Engineering Institute 3970 BBoruoladdewr,a Cy,o S8u0i3te0 42 01-D FarminPg.tOo.n B Hoixlls 9, 0M9I4 4 8333 American Socieotfy tohfe C ivil Engineers www.masonrysociety.org www.concrete.org 1801 Alexander Bell Drive Reston, VA 20191 www.seinstitute.org ABSTRACT &YMPHMRK 'SHI6IUYMVIQIRXW ERH 7TIGMJMGEXMSR JSV1EWSRV] 7XVYGXYVIW GSRXEMRW X[S WXERHEVHW ERH XLIMV GSQQIRXEVMIW &YMPHMRK 'SHI 6IUYMVIQIRXW JSV 1EWSRV] 7XVYGXYVIW817 %'- %7') ERH 7TIGMJMGEXMSR JSV 1EWSRV]7XVYGXYVIW817%'-%7') 8LIWI WXERHEVHW EVITVSHYGIH XLVSYKL XLI NSMRX IJJSVXW SJ 8LI 1EWSRV] 7SGMIX]817 XLI %QIVMGER 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Journal of Structural Engineers, XLIJournal of Bridge Engineers ERH XLIPractice Periodical on Structural Design and Construction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vWRIIHJSVLIPTMRGVMWMWERHTVSZMHMRKPS[GSWXWIQMREVWERH[IFMREVWXSXLI7XVYGXYVEP)RKMRIIVMRK GSQQYRMX] *SV QSVI MRJSVQEXMSR EFSYX 7)- GSRXEGX XLI 7XVYGXYVEP )RKMRIIVMRK -RWXMXYXI %PI\ERHIV &IPP (VMZI 6IWXSR:%4LSRI)QEMPNVSWWFIVK$EWGISVK;IFWMXI[[[WIMRWXMXYXISVK Masonry Standards Joint Committee (MERI&8LVSST'LEMV (EZMH-1G0IER:MGI'LEMV +IVEPH%RHVI[(EPV]QTPI7IGVIXEV] 1 Voting Members on Masonry Committee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oting Members of Subcommittees Only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ubcommittee Corresponding (C) and Consulting (CN) Members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dditional Recognitions and Credits -REHHMXMSRXSXLI1EWSRV]7XERHEVHW.SMRX'SQQMXXIIERYQFIVSJMRHMZMHYEPWEWWMWXIHMRXLIHIZIPSTQIRX VIZMI[ERH PE]SYXSJXLITVSZMWMSRW8LIMVGSRXVMFYXMSRWEVIKVIEXP]ETTVIGMEXIH TMS Technical Activities Committee .+VIKK&SVGLIPX'LEMV (EZMH-1G0IER'LEMV 4IXIV&EFEMER 6EWLSH6.SLRWSR .SLR,1EXXL]W %6LIXX;LMXPSGO 6SFIVX,EYOSLP 7YRYT1EXLI[ .EWSR.8LSQTWSR (YVMRKXLI6IZMI[SJXLI7XERHEVHW (YVMRKXLI6IZMI[SJ6IWTSRWIWXS4YFPMG'SQQIRXWERH*MREP%TTVSZEP ACI Technical Activities Committee Review Group 7IVKMS%PGSGIV 1MGLEIP/VIKIV /IZMR1EG(SREPH ,ERM2EWWMJ ASCE Codes and Standards Committee .EQIW,%RWTEGL'LEMV 2IMP1,E[OMRW:MGI'LEMV +ISVKI;&SQEV +E]PI7.SLRWSR 1MGLEIP;7EPQSR ;EVVIR/;VE] (EZMH.)EXSR &SRRMI)1ERPI] ,S[EVH48LSQEW (EZMH,IMR 1E\04SVXIV (SREPH+;MXXQIV Staff Liaisons /LEPIH2ELPE[M%'- .EQIW%6SWWFIVK7)-SJ%7') 4LMPPMT.7EQFPERIX817 Balloting Assistance /EXL]/IPPIV%HQMRMWXVEXMZI%WWMWXERX 7YWER7GLIYVIV'SQQMXXII0MEMWSR ;(41EREWWEWSJJMGI 8LI1EWSRV]7SGMIX] Cover Design 8LSQEW)WGSFEV(IWMKR(MVIGXSV1EWSRV]-RWXMXYXISJ%QIVMGE Final Editing & Proofing 0YMW(SQMRKYI^4VSHYGXMSR1EREKIV 7YWER7GLIYVIV'SQQMXXII0MEMWSR 1EWSRV]-RWXMXYXISJ%QIVMGEW 8LI1EWSRV]7SGMIX] Indexing 'LVMWXIR7R]HEP4YFPMGEXMSRW1EREKIV8LI1EWSRV]7SGMIX] Editorial Assistance during Initial Development +E],SJXIMK6IXMVIH*SVQIVP][MXLXLI-RXIVREXMSREP1EWSRV]-RWXMXYXI Building Code Requirements for Masonry Structures (TMS 402-11/ACI 530-11/ASCE 5-11) TABLE OF CONTENTS SYNOPSIS AND KEYWORDS, pg. C-vii CHAPTER 1 — GENERAL DESIGN REQUIREMENTS FOR MASONRY, pg. C-1 {7GSTI' 1MRMQYQVIUYMVIQIRXW' +SZIVRMRKFYMPHMRKGSHI' (IWMKRTVSGIHYVIW' 7-MRJSVQEXMSR' {'SRXVEGXHSGYQIRXWERHGEPGYPEXMSRW' {%TTVSZEPSJWTIGMEPW]WXIQWSJHIWMKRSVGSRWXVYGXMSR' {7XERHEVHWGMXIHMRXLMW'SHI' {2SXEXMSR' {(IJMRMXMSRW' {0SEHMRK' +IRIVEP' 0SEHTVSZMWMSRW' 0EXIVEPPSEHVIWMWXERGI' 0SEHXVERWJIVEXLSVM^SRXEPGSRRIGXMSRW' 3XLIVIJJIGXW' 0EXIVEPPSEHHMWXVMFYXMSR' {1EXIVMEPTVSTIVXMIW' +IRIVEP' )PEWXMGQSHYPM' 'SIJJMGMIRXWSJXLIVQEPI\TERWMSR' 'SIJJMGMIRXWSJQSMWXYVII\TERWMSRJSVGPE]QEWSRV]' 'SIJJMGMIRXWSJWLVMROEKI' 'SIJJMGMIRXWSJGVIIT' 4VIWXVIWWMRKWXIIP' {7IGXMSRTVSTIVXMIW' 7XVIWWGSQTYXEXMSRW' 7XMJJRIWW' 6EHMYWSJK]VEXMSR' -RXIVWIGXMRK[EPPW' &IEVMRKEVIE' )JJIGXMZIGSQTVIWWMZI[MHXLTIVFEV' 'SRGIRXVEXIHPSEHW' {'SRRIGXMSRXSWXVYGXYVEPJVEQIW' {1EWSRV]RSXPEMHMRVYRRMRKFSRH' C-ii TMS 402-11/ACI 530-11/ASCE 5-11 {'SVFIPW' 0SEHFIEVMRKGSVFIPW' 2SRPSEHFIEVMRKGSVFIPW' {&IEQW' +IRIVEPFIEQHIWMKR' (IITFIEQW' {'SPYQRW' +IRIVEPGSPYQRHIWMKR' 0MKLXP]PSEHIHGSPYQRW' {4MPEWXIVW' {(IXEMPWSJVIMRJSVGIQIRXERHQIXEPEGGIWWSVMIW' )QFIHQIRX' 7M^ISJVIMRJSVGIQIRX' 4PEGIQIRXSJVIMRJSVGIQIRX' 4VSXIGXMSRSJVIMRJSVGIQIRXERHQIXEPEGGIWWSVMIW' 7XERHEVHLSSOW' 1MRMQYQFIRHHMEQIXIVJSVVIMRJSVGMRKFEVW' {%RGLSV&SPXW' 4PEGIQIRX' 4VSNIGXIHEVIEJSVE\MEPXIRWMSR' 4VSNIGXIHEVIEJSVWLIEV' )JJIGXMZIIQFIHQIRXPIRKXLJSVLIEHIHERGLSVFSPXW' )JJIGXMZIIQFIHQIRXPIRKXLSJFIRXFEVERGLSVFSPXW' 1MRMQYQTIVQMWWMFPIIJJIGXMZIIQFIHQIRXPIRKXL' %RGLSVFSPXIHKIHMWXERGI' {7IMWQMGHIWMKRVIUYMVIQIRXW' 7GSTI' +IRIVEPEREP]WMW' )PIQIRXGPEWWMJMGEXMSR' 7IMWQMG(IWMKR'EXIKSV]VIUYMVIQIRXW' {5YEPMX]%WWYVERGITVSKVEQ' 0IZIP%5YEPMX]%WWYVERGI' 0IZIP&5YEPMX]%WWYVERGI' 0IZIP'5YEPMX]%WWYVERGI' 4VSGIHYVIW' 5YEPMJMGEXMSRW' %GGITXERGIVIPEXMZIXSWXVIRKXLVIUYMVIQIRXW' {'SRWXVYGXMSR' +VSYXMRKQMRMQYQWTEGIW' )QFIHHIHGSRHYMXWTMTIWERHWPIIZIW' CHAPTER 2 — ALLOWABLE STRESS DESIGN OF MASONRY, pg. C-77 {+IRIVEP' 7GSTI' 0SEHGSQFMREXMSRW' (IWMKRWXVIRKXL' %RGLSVFSPXWIQFIHHIHMRKVSYX' 1YPXM[]XLI[EPPW' &IEVMRKWXVIWW' (IZIPSTQIRXSJVIMRJSVGIQIRXIQFIHHIHMRKVSYX' BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES C-iii {9RVIMRJSVGIHQEWSRV]' 7GSTI' 7XVIWWIWMRVIMRJSVGIQIRX' %\MEPGSQTVIWWMSRERHJPI\YVI' %\MEPXIRWMSR ' 7LIEV' {6IMRJSVGIHQEWSRV]' 7GSTI' (IWMKREWWYQTXMSRW' 7XIIPVIMRJSVGIQIRX{%PPS[EFPIWXVIWWIW' %\MEPGSQTVIWWMSRERHJPI\YVI' %\MEPXIRWMSRERHJPI\YVEPXIRWMSR' 7LIEV' CHAPTER 3 —STRENGTH DESIGN OF MASONRY, pg. C-105 {+IRIVEP' 7GSTI' 6IUYMVIHWXVIRKXL' (IWMKRWXVIRKXL' 7XVIRKXLVIHYGXMSRJEGXSVW' (IJSVQEXMSRVIUYMVIQIRXW' %RGLSVFSPXWIQFIHHIHMRKVSYX' 2SQMREPFIEVMRKWXVIRKXL' 1EXIVMEPTVSTIVXMIW' {9RVIMRJSVGIHTPEMR QEWSRV]' 7GSTI' *PI\YVEPERHE\MEPWXVIRKXLSJYRVIMRJSVGIHTPEMR QEWSRV]QIQFIVW' %\MEPXIRWMSR ' 2SQMREPWLIEVWXVIRKXL' {6IMRJSVGIHQEWSRV]' 7GSTI' (IWMKREWWYQTXMSRW' 6IMRJSVGIQIRXVIUYMVIQIRXWERHHIXEMPW' (IWMKRSJFIEQWTMIVWERHGSPYQRW' ;EPPHIWMKRJSVSYXSJTPERIPSEHW' ;EPPHIWMKRJSVMRTPERIPSEHW' CHAPTER 4 — PRESTRESSED MASONRY, pg. C-133 {+IRIVEP' 7GSTI' {(IWMKRQIXLSHW' +IRIVEP' %JXIVXVERWJIV' {4IVQMWWMFPIWXVIWWIWMRTVIWXVIWWMRKXIRHSRW' .EGOMRKJSVGI' -QQIHMEXIP]EJXIVXVERWJIV' 4SWXXIRWMSRIHQEWSRV]QIQFIVW' )JJIGXMZITVIWXVIWW' C-iv TMS 402-11/ACI 530-11/ASCE 5-11 {%\MEPGSQTVIWWMSRERHJPI\YVI' +IRIVEP' 7IVZMGIPSEHVIUYMVIQIRXW' 7XVIRKXLVIUYMVIQIRXW' {%\MEPXIRWMSR' {7LIEV' {(IJPIGXMSR' {4VIWXVIWWMRKXIRHSRERGLSVEKIWGSYTPIVWERHIRHFPSGOW' ' ' ' &IEVMRKWXVIWWIW' {4VSXIGXMSRSJTVIWXVIWWMRKXIRHSRWERHEGGIWWSVMIW' {(IZIPSTQIRXSJFSRHIHXIRHSRW' CHAPTER 5 — EMPIRICAL DESIGN OF MASONRY, pg. C-143 {+IRIVEP' 7GSTI' 0MQMXEXMSRW' {,IMKLX' {0EXIVEPWXEFMPMX]' 7LIEV[EPPW' 6SSJW' {'SQTVIWWMZIWXVIWWVIUYMVIQIRXW' 'EPGYPEXMSRW' %PPS[EFPIGSQTVIWWMZIWXVIWWIW' {0EXIVEPWYTTSVX' 1E\MQYQl/tERHh/t' 'ERXMPIZIV[EPPW' 7YTTSVXIPIQIRXW' {8LMGORIWWSJQEWSRV]' +IRIVEP' 1MRMQYQXLMGORIWW' *SYRHEXMSR[EPPW' 4EVETIX[EPPW' {&SRH' +IRIVEP' &SRHMRK[MXLQEWSRV]LIEHIVW' &SRHMRK[MXL[EPPXMIWSVNSMRXVIMRJSVGIQIRX' 2EXYVEPSVGEWXWXSRI'

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