IS 14142: Code of practice for design and construction of floors and roofs with prefabricated brick panel

12 Pages·1994·1.3 MB·English

by  Bureau of Indian Standards

इंटरनेट मानक
Disclosure to Promote the Right To Information
Whereas the Parliament of India has set out to provide a practical regime of right to
information for citizens to secure access to information under the control of public authorities,
in order to promote transparency and accountability in the working of every public authority,
and whereas the attached publication of the Bureau of Indian Standards is of particular interest
to the public, particularly disadvantaged communities and those engaged in the pursuit of
education and knowledge, the attached public safety standard is made available to promote the
timely dissemination of this information in an accurate manner to the public.
“जान1 का अ+धकार, जी1 का अ+धकार” “प0रा1 को छोड न’ 5 तरफ”
Mazdoor Kisan Shakti Sangathan Jawaharlal Nehru
“The Right to Information, The Right to Live” “Step Out From the Old to the New”
IS 14142 (1994): Code of practice for design and
construction of floors and roofs with prefabricated brick
panel [CED 51: Planning, Housing and pre-fabricated
construction]
“!ान $ एक न’ भारत का +नम-ण”
Satyanarayan Gangaram Pitroda
““IInnvveenntt aa NNeeww IInnddiiaa UUssiinngg KKnnoowwlleeddggee””
“!ान एक ऐसा खजाना > जो कभी च0राया नहB जा सकता हहहहै””ै”
Bhartṛhari—Nītiśatakam
“Knowledge is such a treasure which cannot be stolen”

IS 14142:1994

Indian Standard
DESIGN AND CONSTRUCTION OF FLOORS
AND ROOFS WITH PREFABRICATED
BRICK PANEL - CODE OF PRACTICE
UDC 691-328-413’692’4 : 006’76

@ BIS 1994
BUREAU OF INDIAN STANDARDS
MANAK BHAVAN, 9 BAHADUR SHAH ZAFAR MARG
NEW DELHI 110002

July 1994 Prim Group 3
__.~__ _..___.__ _._. _.- __._ --_-__l .I_.__.. _.^._.._‘._I ,_~__,__“
__.1.. I..._ ._-
gnisuoH lanoitceS ,eettimmoC CED 51
FOREWORD
sihT naidnI dradnatS was detpoda yb eht uaeruB fo naidnI Standards, retfa eht tfard dezilanif yb
eht gnisuoH lanoitceS eettimmoC had neeb devorppa yb eht liviC gnireenignE noisiviD .licnuoC
elbaredisnoC egatrohs fo sesuoh ni eht ,yrtnuoc hcihw is osla gnisaercni ,ylsuounitnoc has del ,ot
gnisaercni stress gnieb laid ni eht tnempoleved semmargorp fo lartnec and etats ,stnemnrevog no
gnitatilicaf ydeeps and lacimonoce noitcurtsnoc fo .sesuoh melborP fo gnisuoh gnieb tsetaerg
tsgnoma eht rewol emocni ,spuorg htob larur and ,nabru eht tsetaerg stress is gnieb laid no
gnisuoh rof eseht tegrat .spuorg
sihT standard is eno fo a seires fo standards gnieb dehsilbup yb SIB no wen slairetam ’dna
seuqinhcet fo roolf/foor noitcurtsnoc hcihw nehw detnemelpmi lliw tluser ni substantial savings
ni slairetam and tsoc fo ,noitcurtsnoc ni noitidda ot gniveihca ydeeps .noitcurtsnoc ehT rehto
standards ot eb dehsilbup ni eht seires :era
)a detacirbaferP kcirb lenap and yllaitrap tsacerp etercnoc tsioj rof gniroolf and gnifoor -
noitacificepS
)b tsacerP decrofnier etercnoc lennahc tinu rof noitcurtsnoc fo sroolf and sfoor - ,noitacificepS
)c ngiseD and noitcurtsnoc fo sroolf and sfoor htiw tsacerp decrofnier etercnoc lennahc units -
edoC fo ecitcarp
)d tsacerP decrofnier etercnoc planks and stsioj rof gnifoor and gniroolf - noitacificepS
)e ngiseD and noitcurtsnoc fo roolf and foor htiw tsacerp decrofnier etercnoc planks and
stsioj - edoC fo ecitcarp
)f ngiseD and noitcurtsnoc fo foor htiw tsacerp decrofnier etercnoc lenap-L units - edoC fo
ecitcarp
)g tsacerP decrofnier etercnoc lenap-L units rof gnifoor - noitacificepS
ehT esu fo decrofnier kcirb sfoor had neeb etiuq nommoc ni nrehtroN parts fo .aidnI Its ngised
was desab no eht gnihsurc htgnerts fo .kcirb ehT egral noitairav ni gnihsurc htgnerts fo skcirb
had ,revewoh detibihni rieht esu and desiar stbuod tuoba eht ytilibisaef and ecnamrofrep fo
decrofnier kcirb gniroolf/gnifoor slab. ,rehtruF eht noisorroc fo tnemecrofnier eud ot tcatnoc
neewteb dlim leets bars and skcirb osla esuac noitcuder ni eht efil fo .foor ,oslA eht gnihsurc
htgnerts fo skcirb yllausu gnieb ,wol eht ssenkciht fo slab sesaercni gnisuac an eraercni ni daed

daol .oot
lartneC gnidliuB hcraeseR etutitsnI ( IRBC ,) eekrooR has depoleved detacirbaferp kcirb lenap
metsys hcihw is a noitanibmoc fo ,etercnoc skcirb and tnemecrofnier hcus that etercnoc is desu ni
eht enoz fo mumixam evisserpmoc sesserts and ecneh skcirb fo rewol evisserpmoc htgnerts yam
osla eb .desu smaeb-T noitca spoleved neewteb yllaitrap tsacerp tsioj and eht in-situ .etercnoc
elbaredisnoC assistance has neeb deredner ni eht noitaraperp fo this standard yb ,IRBC .eekrooR
ehT lacinhcet eettimmoc elbisnopser rof eht noitalumrof fo this standard is nevig ni xennA .B
roF eht esoprup fo gnidiced rehtehw a ralucitrap tnemeriuqer fo this standard is deilpmoc ,htiw
eht lanif ,eulav devresbo ro ,detaluclac gnisserpxe eht tluser fo a tset ro ,sisylana shall eb
dednuor ffo ni ecnadrocca htiw SI 2 : 1960 seluR‘ rof gnidnuor ffo laciremun seulav ( revised )‘.
ehT rebmun fo tnacifingis secalp deniater ni eht dednuor ffo eulav dluohs eb eht emas as that fo
eht deificeps eulav ni this standard.
_-- _ . -...._.. ” -. I - ...- . ---_ _I -^- .“_.. .-. ...“_II ”._ ..,- ~.~. ...._ --. .- -. ,__.
------1
IS 14142 : 1994
Indian Standard
DESIGNANDCONSTRUCTIONOFFLOORS
ANDROOFSWITHPREFABRICATED
BRICKPANEL- CODEOFPRACTICB
I SCOPE )ii roF egats 11, fles thgiew fo lenap -dulcni
gni thgiew fo in-siru etercnoc and an
sihT standard syal nwod snoitadnemmocer rof latnedicca ,daol ,hcihw ni ecnesba fo
ngised. and noitcurtsnoc fo roolf and foor htiw erom etarucca ,noitamrofni yam eb
detacirbaferp kcirb .slenap nekat as flah eht desopmi daol nevig
rof egats llI
2 SECNEREFER
)iii roF egats .III fles thgiew fo lenap
ehT naidnI Standards detsil ni xennA A era gnidulcni in-sifu etercnoc and desopmi
daol as deificeps ni SI 875 ( traP 2 :)
yrassecen stcnujda ot this standard.
1987 and a daol fo 200 *m/gk ro
100 2m/gk rof sfoor ro sroolf .ylevitcepser
3 STNEMELE FO ROOLF/FOOR
daoL fo 200 2m/gk is nekat rof thgiew
fo gnifoorpretaw and noitalusni -taert
3.1 Prefabricated Brick Panels and Partially
tnem elihw eht daol fo 100 2m/gk ni
Precast Joist
esac fo etaidemretni sroolf is nekat rof
thgiew fo roolf .hsinif nI esac rehto
ehT detacirbaferp kcirb slenap and yllaitrap
noitacificeps gnieb dewollof eht sdaol
tsacerp tsioj desu rof noitcurtsnoc fo sfoor and
rof eht sroolf ro sfoor yam eb -drocca
sroolf shall mrofnoc ot SI 14143 : 1994.
ylgni deredisnoc ni eht .ngised
3.2 Concrete
4.1.2.2 elihW gningised eht lenap rof egats ,II
etercnoC desu rof in-situ etercnoc shall mrofnoc eht in-situ etercnoc shall not eb deredisnoc as
sharing eht noisserpmoc esuaceb ti seod ton
ot edarg Ml5 ro rehgih gnimrofnoc ot SI 456 :
attain htgnerts at this .egats elihW gningised
1978. ehT etagergga desu rof etercnoc shall eb
rof egats ,llI eht utis-ni etercnoc fo 5’3 mc
llew dedarg htiw a mumixam ezis fo 20 mm and
htped shall eb deredisnoc as gnitca rehtegot
10 mm rof stsioj and in-situ etercnoc .ylevitcepser
htiw kcirb slenap ni eht noisserpmoc .enoz
3.3 Reinforcement
4.2 Partially Precast Joists

gnicrofnieR leets shall eb as dednemmocer ni
SI 456 : 1978. 4.2.1 ehT yllaitrap tsacerp tsioj shall eb dengised
rof eerht stages as :wollof
4 DESIGN CRITERIA )i .tsacerP ,gnitfil noitatropsnart and
handling ( egatS 1 )
4.1 Prefabricated Brick Panels
)ii gnicalP and latnedicca gnidaol gnirud
4.1.1 ehT detacirbaferp kcirb lenap shall eb noitcurtsnoc ( egatS 11 )
dengised as ylpmis detroppus neewteb owt stsioj
ro a tsioj and a wall )iii laniF gnidaol noitidnoc ( egatS III )
2.1.4‘ ehT lenap shall eb dengised rof eerht 4.2.1.1 ehT gniwollof sdaol shall eb deredisnoc
stages as :swollof rof tnereffid stages fo :ngised
)i ,gnitsacerP ,gnitfil noitatropsnart and )i egatS 1, fles thgiew fo stsioj plus 50
handling ( egatS I ) tnecrep fo fles thgiew fo tsioj rof
tcapmi ro noitarbiv gnirud handling and
)ii gnicalP and latnedicca gnidaol gnirud
.noitatropsnart
noitcurtsnoc ( egatS 11 )
)ii egatS ,II tsioj shall eb depporp at owt
)iii laniF gnidaol noitidnoc ( egatS llI )
stniop at dril span erofeb gniyal skcirb
lenap and 3/l span shall eb nekat rof
4.1.2.1 ehT gniwollof sdaol shall eb deredisnoc
ngised esoprup and fles thgiew fo tsioj
rof, tnereffid regats fo :ngised
and lenap gnidulcni in-situ etercnoc and
)i roF egats ,I fles thgiew fo lenap tuohtiw tnedicca ,daol hcihw ni eht ecnesba fo
in-situ etercnoc plus 50 tnecrep fo fles erom etarucca ,noitamrofni yam eb
thgiew fo lenap rof tcapmi ro noitarbiv nekat as flah eht desopmi daol nevig
gnirud handling and .gnitropsnart rof egats .lI
1
- ._. -. -- -- -... l_~_‘_
IS 14142: 1994
)iii egatS ,III fles thgiew fo ,tsioj daed thgiew shall ton eb devomer erofeb eht utis-ni etercnoc
fo kcirb slenap gnidulcni in-situ ,etercnoc has .denedrah muminiM gniraeb fo stsioj
desopmi daol ni ecnadrocca htiw revo walls shall eb 75 .mm ehT wall ni neewteb
SI 875 ( traP )2 : 1987 and daol fo foor eht stsioj shall eb desiar up ot eht level fo
ro .roolf stsioj using tnemec sand ( 1 : 6 ) .ratrom
4.2.2 ehT yllaitrap tsacerp etercnoc tsioj shall 6.3 ehT kcirb slenap shall neht eb decalp revo
eb dengised as maeb-T htiw 35 mm egnalf eht joists/walls, edis yb edis retfa gniyal a 6 mm
ssenkciht rof egats III fo gnidaol and as a kciht reyal fo tnemec esraoc sand ( I : 4 )
yllaitrap tsacerp maeb rof egats I and II fo ratrom revo eht sllaw/stsioj ot erusne reporp
.gnidaol tnemecrofnieR deriuqer htiw lamron gnittes fo .slenap sgorF fo skcirb dluohs eb
gnidaol rof suoirav span fo tsioj rof a gnicaps tpek upward elihw gnitsac and gnicalp kcirb
fo 1 200 mm c/c yam eb nekat morf elbaT 1. lenap no .tsioj ehT muminim gniraeb 40 mm
shall eb dedivorp rof .slenap A gap fo 20 ot
4.2.3 ehT tsioj shall eb dengised as suounitnoc 40 mm shall eb tfel ni neewteb tnecajda .slenap
,maeb ti yam eb dengised rehtie as ylpmis esehT gaps neewteb eht slenap shall eb dellif up
detroppus ro suounitnoc maeb-T ni ecnadrocca htiw M 15 etercroc htiw eht pleh fo nedoow
htiw SI 456 : 1978. pirts decalp woleb eht tsioj and dleh ni noitisop
gnirud gnillif fo .etercnoc ehT pirts nac eb
4.2.3.1 nehW eht tsioj is dengised as suounitnoc devomer yletaidemmi yb sliding .yllatnoziroh
,maeb ti yam eb dengised as ylbuod decrofnier
.maeb nehW ti is elbissop ot dlew eht mottob
6.4 erutarepmet/noitubirtsiD tnemecrofnier shalt
tnemecrofnier at stroppus eht emas shall eb
neht eb laid revo eht slenap ni htob eht ,snoitcerid
tpek .gnitcejorp fI eht gnidlew is ton ,elbissop
that is, lellarap and ralucidneprep ot eht .tsioj
eht tsioj shall eb dengised as ylgnis decrofnier
sihT yam tsisnoc fo tsaelta eno 6 mm dlim leets
rof gniggoh gnidneb tnemom at ,troppus nI
edarg I rab gnimrofnoc ot SI 432 ( traP 1 ) : 1982
hcus a ,esac noitubirtsider fo tnemom ni -drocca
ni hcae .noitcerid
ecna htiw SI 456 : 1978 yam eb .detroser
6.5 etercnoC shall neht eb laid revo eht slenap
4.2.4 A raelc revoc fo 25 mm shall eb dedivorp
and stsioj up ot a htped fo 135 mm evoba eht
rof lanidutignol .tnemecrofnier
pot fo .slenap ehT foor shall neht eb dehsinif
4.3 nehW tsacerp units era desu rof -curtsnoc htiw a gnitaolf taoc fo 1 : 3 tnemec enif sand
ratrom fo ton erom than 6 mm ssenkciht just
noit fo gnidliub ni hgih cimsies ,senoz eht
sroolf/sfoor shall eb denehtgnerts as rep eht retfa gniyal eht h-situ .etercnoc ehT utis-ni
etercnoc shall eb deruc rof tsaelta 2 skeew yb
noisivorp fo SI 4326 : 1993.
.gnidnop
5 NOITATROPSNART AND GNILDNAH
6.6 ehT stuorps rof niar retaw shall eb edam
5.1 ehT detacirbaferp kcirb lenap shall eb elihw gniyal eht kced etercnoc ot diova yna
detropsnart yb gnicalp meht yllacitrev against egapees hguorht this .tnioj

eht edis fo eht reliart/kcurt ro yna rehto
.egairrac ehT detacirbaferp kcirb lenap shall 6.7 oT evah reporp eganiard ni esac fo ,foor
eb deldnah ni eht latnoziroh noitisop using a epols fo 1 : 40 shall eb nevig ot eht foor rehtie
elbatius epor slings. yehT dluohs eb detfil and yb raising eht stsioj no eno ,edis ,ro fi dedeen
detropsnart tuohtiw skrej and .noitarbiv ,esiwrehto yb gnitelpmoc and gnihsinif eht walls
htiw eht deriuqer .epols
ehT RC tsioj shall eb detfil yb gnicalp slings at
rehtie .sdne esehT shall eb decalp ni egairrac
6.8 A lacipyt noitces hguorht eht delbmessa
ni hcus a yaw that eht gnahrevo is ton erom
foor is nwohs ni .giF 1.
than 5/l fo eht .htgnel
7 FOOR/ROOLF HSINIF
6 NOITCERE
6.1 Joists and slenap shall eb denaelc ylreporp 7.1 foor/roolF hsinif shall eb dedivorp retfa eht
ot evomer dust and esool selcitrap erofeb in-situ etercnoc has .denedrah ecnadiuG rof
gnicalp eseht ni .noitisop gnidivorp tnereffid sepyt fo foor/roolf sehsinif
yam eb nekat morf tnaveler naidnI .dradnatS
6.2 ecafruS fo eht wall no hcihw stsioj era ot eb gnifoorpretaW tnemtaert ot eht sfoor shall eb
decalp shall eb dialrevo yb a 10 ot 15 mm kciht dedivorp as .derised ecnadiuG rof this yam eb
reyal tnemec esraoc sand ( 1 : 4 ) .ratrom poT nekat morf tnaveler naidnI Standards. roF
fo eht ratrom shall evah htooms .hsinif ehT gnifoorpretaw using nemutib ,stlef nemutib
stsioj shall eb decalp evoba this and ylreporp .citsam glass erbif eussit decrofnier nemutib and
.dengila ehT tsioj shall eb ,depporp -emmi emil ,etercnoc SI 1346 : 1978, SI 4365 : 1967,
yletaid retfa ,gnicalp at owt secalp gnidivid eht SI 9918 : 1981 and SI 3036 : 1992 yam eb
htgnel fo tsioj ni eerht lauqe parts. ehT sporp .derrefer
2

Y
IS 14142 : 1994
Table 1 For Steel Reinforcement Requirement for Various Spanr for Joists for 8
Spacing to 1200 mm c/c
( CIuuse 4.2.2 )
-ccrofnieR raelC napS fo stsioJ ni mm
tnem at
1 800 2 100 2 400 2 700 3 000 3 300 3 600 3 900 4200
-
mottoB 2.8 9 2-10 4 2-10 4 2-12 4 3-10 4 3-12 Q 2-16 ) 2-16 4 3-16 4
ro Or ro 01 ro ro 01-l @
i;O*-2 s-2 if 3-8 fi 01-l +if 21-l +tf 2-12 j$+ 3-12 if ro Or
2-8 fj 2-8 if 01-l 6 2-16 6 1-16 it+
2-12 if
elddiM lNo.69 lNo.69 .oN1 64 lNo.64 lNo.84+ lNo.84+ lNo.8)+ lNo.l0~+lNo.l0~+
poT 1No.64 .oNI .oNI )6.oNl lNo.64 lNo.64 lNO.66 1 .oN 6 + 1 .oN 6 Q
apurrltS 6 4 64 64 64 64 64 64 6+ 4No.64
130 mm 130 mm 130 mm 130 mm I30 mm 130 mm 130 mm 130 mm 100 mm
0lc 0lc c/c c/c c/c c/c c/o c/c c/o
at sdne dna
130 mm c/c
ni elddim
noitrop
+ - naC eb decuder ot 6 4 fi reporp gnildnah si .derusne
6 = dliM leets .srab
if = demrofeD .srab
35mm THICK MS
CEMENT CONCRETE
PRECAST RCC JOIST

.GIF 1 LACIPYT NOITCES HGUORHT KCXRB LENAP ROOF

XENNA
A
( czause 2 )
LIST OF REFERRED INDIAN STANDARDS
IS No. Title IS No. Title
432 noitacificepS rof dlim leets and decrofnier etercnoc
( traP 1 ) : 1982 and muidem elisnet leets ( third revision )
bars and nward-drah leets
eriw rof etercnoc -ecrofnier 875 edoC fo ecitcarp rof ngised
tnem : traP 1 Mild leets and ( traP 2 ) : 1987 sdaol ( rehto than -htrae
muidem elisnet leets bars ekauq > rof buildings and
( third revision ) serutcurts : traP 2 desopmI
sdaol ( driht noisiver )
456 : 1978 edoC fo ecitcarp rof plain
3
II ..__,__- ‘_,,
QS 14142: 1994
IS No. Title SI No. Title
1346 : 1991 edoC fo ecitcarp rof -retaw 4365 : 1967 edoC fo ecitcarp rof -ilppa
gnifoorp fo sfoor htiw noitac fo nemutib citsam rof
nemutib stlef ( dnoces gnifoorpretaw fo sfoor
noisiver )
9918 : 1981 edoC fo ecitcarp rof in-situ
3036 : 1992 edoC fo ecitcarp rof gniyal gnifoorpretaw and -pmad
emil etercnoc rof a -retaw gnifoorp stnemtaert htiw
defoorp foor hsinif ( glass erbif eussit decrofnier
second
nemutib
revision )
.4326 : 1993 edoC ro ecitcarp rof -htrae 14143 : 1994 detacirbaferP kcirb lenap
ekauq tnatsiser ngised and and yllaitrap tsacerp -noc
noitcurtsnoc fo buildings eterc tsioj rof gniroolf and
( dnoces gnifoor - noitacificepS
revision )

4
IS 14142: 1994
ANNEX B
( Foreword and Clause 9.3 )
EETTIMMOC NOITISOPMOC
gnisuoH lanoitceS ,eettimmoC CED 51
Chairman Reprcseniing
DR P. S. A. SUNDARAM yrtsiniM of nabrU ,tnempoleveD New ihleD
Member;
lapicinuM noitaroproC of ,ihleD ihleD
&RI G. R. AUBWANI
SHRI AROMARK AvI The noitcA Research ,tinU New ihleD
PROP H. P. BAHAIU School of Planning and Architect, New Delhi
PROF SUBIR SAHA ( Afternate 1
SHRI K. K. BHATNA~AR Housing and Urban Development Corporation, New Delhi
SHRI M. N. JOQLEKAR ( Alternate )
lanotrep yticapac ( ,I
SHRI H. U. BIJLANI In Sadhna Enclave, Panchsheel Park,
New Delhi 110017 )
attuclaC lapicinuM ,noitaroproC attuclaC
SHRI S. N. CHATTRRI~X
CHIEF ARCHITECT Central Public Works Department, New Delhi
T l-P ) ( efaifrellA )
SR ARCHITECT ( H &
CHEEP
ENGINEER, AUTHORITY Maharashtra Housing and Area Development Authority, Bombay
)
ARCHITECT. AUTHORITY ( Alternale
CHIEF ENGINEER( D 1 Central Public Works Department, New Delhi
SUPERINTENDINGE NGINEER ( D ) ( Alternate )
ENGINEER MEMBER. DDA Delhi Development Authority, New Delhl
SHRI Y. K. GARG National Housing Bank, New Delhi
SHRI CHETAN VAIDYA ( AIfernUtr )
SHRI 0. P. GARVALI National Council for Cement and Buildfng Materials, New Delhi
DR N. K. JAIN ( Alternalr )
SHRI T. N. GUPTA Build~e~hlMaterial and l%chnolopy, Promotion Council, New
SHRI HARBINDER SIN~H Publle Works Department, Government of Rajasthan, Jaipur
&RI. R. N. AQRAWAL ( A/lernalc )
DR K. S. JAGDISH Centrc for Application of Science and Technology to Rural Areas-
( ASTRA j. Bangalore
DR B. V. VENYATARAMAN RBDDY ( sfanretlA ) _ ‘. -
SHRI N. N. JAVDEKAR CIDCG. Mabararhtra
SHRI P. M. DESHPANDE ( Alternate )
SHRI T. P. KALIAPPAN Tam11 Nadu Slum Clearance Board, Government of Tam11 Nadu,
SHRI J. BHIJVANESWARAN( dternatr ) Madras
MISS NINA KAPOOR The Mud Village Society, New Delhi
SHRI A. K. M. KARIM Houring Department, Government of Meghalaya, Shillong
SHRI K. R. S. KRISHNAN Department of Science and Technology ( DST ), New Delhi
C&_ D. V. PADSAL~IKAR M/S B. G. Shirke and Co, Punt
SHRI RAJA SINOH IRCON, New Delhi
SHRI S. SEI,VANTHAN ( AIfrrnarr )
DR A. G. MADHAVA RAO Structural Engineering Research Contre ( CSIR ), Madras
SHRI I. K. MANI ( Allcrnatr )
SHRI T. K. SAHA Engineer-lo-Chief’s Branch, New Delhi
SHRI R. K. MITTAL ( ~hrnatr )
SHRI J. S. SHARMA Central Bullding Research Institute ( CSIR ), Roorkee
SHRI B. B. GARB ( AItrrnafr )
)
SHRI J. VRNKATARAMAN. Dlrector General, BIS ( Ex-oficio Member
Director ( Civil Engg )
Member Secretary
SHRI J. K. PRASAD
Joint Director ( Civil Engg ), BIS
panel for raludoM noitanidrooC and noitacirbaferP rof Mass elacS ,gnisuoH CED 51 : P2
Convener
SHRI T. N. GUPTA Minlstry of Urban Development, New Delhi
Member8
National Housing Bank, New Delhl
SHRI Y. K. GARo
&RI SUNIL BERRY ( Alternalr )
SHRI M. N. JOOLEKAR Housing and Urban Development Corporation, New Delhi
pRop V. P. RAORI School of Planning and Architects, New Delhi
PROP P, K. CHOUDHARY ( Alfcrmxtr )
( Continued on page 6 )
5