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indian standard code

for steel design

SohomDebroy
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indian standard code

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  1. 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. “जान?काअ?धकार, जी?काअ?धकार” Mazdoor Kisan Shakti Sangathan “The Right to Information, The Right to Live” “प?रा? को छोड न? ? तरफ” Jawaharlal Nehru “Step Out From the Old to the New” IS 875-1 (1987): Code of Practice For Design Loads (Other Than Earthquake)For Buildings And Structures, Part 1: Dead Loads - Unit Weights of Building Material And Stored Materials (Incorporating IS 1911 : 1967) [CED 37: Structural Safety] “?ान ? एक न? भारत का ?नम?ण” Satyanarayan Gangaram Pitroda “Invent a New India Using Knowledge” “Invent a New India Using Knowledge” “?ान एक ऐसा खजाना ? जो कभी च?राया नह? जा सकता है” Bhartṛhari—Nītiśatakam “Knowledge is such a treasure which cannot be stolen” है” ह” ह

  2. IS : 875 (Part I) - 1987 (Incorporating IS: 1911 - 1967) (Reaffirmtd 2003 ) Indian Standard CODE OF PRACTICE FOR DESIGN LOADS (OTHER THAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES PART t DEAD LOADS - UNIT WEIGHTS OF BUILDING MATERIALS AND STORED MATERIALS (Second Revision) Eighth Reprint SEPTEMBER 2003 UDC 624:042 : 006:76 C Copyright 1989 BUR E A U OF I N D I A N S TAN DAR D S MANAK. BHAVAN, 9, BAHADUR NEWDELHI110002 SHAH ZAFAR MARG February 19M'} Gr 12

  3. IS : 875 ( Part 1 ) • t987 CONTENTS PAGB O. 3 FOREWORD 1. 2. 4 ScOPE 4 BUILDING MATERIALS TABLE 1 UNIT WEfOHT OF BIJlLDINCi MATERIALS 1. 2. 3. 4. S. 6. 7. 8. 9. 10. 1J. lZ. 13. 14. IS. J6. ]7. 18. 19. 20. 21. 22. 23. 24. Cement mortar 25. Cement plaster 26. Cork 27. Expanded metal 28. Felt, bituminous for waterproofing and damp-proofing 29. Foam slag, foundry pumice 30. Glass 31. Gutters, asbestos cement 32. Gypsum 33. Iron 34. Lime 35. Linoleum 36. Masonry brick 37. Masonry, stone 38. Mastic asphalt 39. Metal sheeting, protected 40. Mortar 41. Pipes 42. Plaster 43. Sheeting 44. Siagwool Acoustical material Aggregate, coarse Aggregate. fine Aggregate, organic Asbestos Asbestos cement building pipes Asbestos cement gutters Asbestos cement pressure pipes Asbestos cement sheeting Bitumen Blocks Boards Bricks Brick chips and broken bricks Brick dust ( SURKHI) Cast iron, manhole covers Cast iron, manhole frames Cast iron pipes Cement Cement concrete, plain Cement concrete, prestressed Cement concrete, reinforced Cement concrete pipes 4 4 4 4 4 4 5 5 5 S 5 S 6 6 6 7 7 7 7 7 8 8 8 8 8 8 8 9 9 9 9 9 9 9 10 10 10 10 10 10 II 16 16 17

  4. PAGB IS : 87S ( Part 1 ) • t987 17 17 25 25 25 26 26 26 26 28 28 45. 46. 47 48. 49. SO. SI. 52. 53. 54. 55. Soils and gravels Steel sections Stone Tar, coal Thermal insulation Terra cotta Terrazzo Tiles Timber Water Wood-wool building slabs 3. BUILDING PARTS AND COMPONENTS TABLE 2 UNIT WEIGH1S OF BUILDING PARTS OR COMPONENTS 29 29 29 29 29 29 29 30 31 1. 2. 3. 4. 5. 6. 7. 8. 9. Ceilings Cement concrete, plain Cement concrete, reinforced Damp-proofing Earth filling Finishing Flooring Roofing Walling 31 4. STORE AND MISCBLLANEOUS MATER.IALS APPENDIX A UNIT WEIGHTS OF STORB AND MISCELLANEOUS MATERIALS 32 33 33 34 34 36 37 37 1. 2. 3. 4. S. 6. 7. 8. Agricultural and food products Chemicals and allied materials Fuels Manures Metals and alloys Miscellaneous materials Ores Textiles, paper and allied materials 2

  5. AMENDMENTNO.1 DECEMBER1997 TO IS875(PART 1) :1987 CODEOFPRACTICEFOR DESIGNLOADS(OTHERTHANEARTIIQUAKE)FOR BUILDINGS ANDSTRUCTURES PART 1 DEAD LOADS - MATERIALS AND STORED MATERIALS UNIT WEIGHTS OF BUILDING ( Secolul Revision) (Page 10, Table 1,coil, Item 39 ) - Galvanized Steel Sheet.'! and Plain' for 'Metal Sheeting, Protected Galvanized Steel Sheets, Plain and Corrugated', Substitute "Metal sheeting, Protected ( CEO 37 ) Pnnted at 'Illh:O Pnntmg Pre'):l. lklh.

  6. IS : 875 ( Part 1 ) - 1987 Indian Standard CODE OF PRACTICE FOR DESIGN LOADS (OTHERTHAN EARTHQUAKE) FOR BUILDINGS AND STRUCTURES PART 1 DEAD LOADS - UNIT WEIGHTS OF BUILDING MATERIAU AND STORED MATERIALS ( Second Revision) o. FOREWORD 0.1 This Indian Revision) was adopted by the Erreau of Indian Standards on 30 October 1987, after the draft finalized by the Structural Committee had been approved by Engineering Division Council. 0.2 A building has to perform many functions satisfactorily. Amongst these functions are the utility of the building for the intended use and occupancy. structural compliance- with hygienic. sanitation, ventilation and daylight standards. ing is dependent upon the minimum requirements prescribed for each of the above functions. The minimum requirements pertaining to the struc- tural safety of buildings are being covered in this code by way of laying down minimum design loads which have to be assumed for dead loads, imposed loads, snow loads and other external loads, the structure would be required to bear. Strict conformity to loading standards recom- mended in this code, it is hoped. will not only ensure the structural safety of the which are being designed and constructed in the country and thereby reduce the hazards to life and property caused by unsafe structures, but also eliminate the wastage caused by assuming unnecessarily heavy loadings. (Part I) Standard (Second been prepared) and metric system of weights and measurements was adopted. 0.3.1 With the increased adoption of the code, a number of comments were received on pro- visions on live load values adopted for different occupancies. Simultaneously, live load have been carried out in America and Canada to arrive at realistic live loads based determination of loading ( movable and immova- ble) in different occupancies. Keeping this in view and other developments in the field of wind engineering, the Sectional Committee responsible for the preparation of the standard has decided to prepare the second revision in the following five parts: Safety Sectional the Civil surveys on actual safety, fire safety; and The design of the build- Part 1 Part 2 Part 3 Part 4 Part 5 Earthquake load is covered in a standard. namely IS: 1893·1984· which should be considered along with the above loads. 0.4 This standard deals with dead loads to be assumed in the design of buildings and same is given in the-form of unit weight of materials. The unit weight of other materials that are likely to be stored in a building are also included for the pur- pose of load calculations due to stored materials, 0.4.1 This 'standard incorporates IS: published in 1967. The unit weight of materials incorporated in this standard are information available through published Indian standards and various other publications. 0.4.2 The values given in this standard have been rounded off in accordance with IS : 2-1960:. Dead loads Imposed loads Wind loads Snow loads Special loads and loadscombinations buildings separate 0.3 This Indian standard code of practice was first published in 1957 for the guidance of civil engineers, designers and architects associated with planning and design ofbuildings. It included the provisions for the basic design loads (dead loads, live loads, wind loads and seismic loads) to be assumed in the design of buildings. In its first revision in 1964,the wind pressure provisions were modified on the basis of studies of wind phenomenon and its effect on structures, under- taken by the special committee in consultation with the Indian Meteorological Department. In addition to this, new clauses on wind loads for butterfly type structures pressure coefficients for curved and sloping, were modified; seismic load provisions were deleted (separate code having 1911t based on "Criteria for earthquake resistant design of structures ( third revision ). t Schedule of unit weights of building materials l fir SI revision ). tRules for rounding off numerical values were sheeted included; wind roofs both ( " ~ " I e d ) . 3

  7. IS : 875 ( Part 1 ) - 1987 1. SCOPE 1.1 This code ( Part I ) covers unit weight/mass of rnatenals, and parts or buildmg that appty to dead loads In the deslln of buildmgs. 1.1.J The umt weight/mass of matenals that arc likely to be stored in a building are also spe- cified for the purpose of load calculations along with angles of mternal fncnon as appropriate NOTE I - individual burldm• ."atcrlals 1M.11Ilhahelll...1Iorder, Table 2 covets the unu components of d bUlhhng unu welaht mal' of stored III0tcnals tohle I lives unit WC,ltht n l a ~ ~ or , h ~ p,lIt... or ~ C ' ' l h f and Appendix A fll.IS4i 0' components In a the determination of ~ I \ C\ 2. BUILDING MATERJ4LS 2.1 The UI1I1 \'elght/mass of mntenale used in buddmg construction arc specified III Table I TABLE 1 lNIT WEIGHT OF BlIILJ>ING MATERIALS WEICiIIT/M ASS - - ~ NOMIN4L Sill! OR THICKNESS mm (2) MAT&RIAL ,----- _ . _ - - - - - - - - - - ~ kN P) per (5) k¥ (4) (I) Acousucol Mottr/1I1 Eelgrass Glass fibre H,Uf Minerai wool SI88 wool Cork m' 10 10 JO 10 058 to 0 7 ~ o ,q , 9 ~ I '7 270 ~ 4 0 '70 x 10-1to 7 6S x 10 • , 80 x 10 • Iq 10 x 10 I 1345 )( 10 • 265 2 35 ~ . 2 Coars« A 6 g H · ' Q / ~ . Broken stone balla't ' Dry, well-shaken Perfectly wet Shanlles. 3 to 38 mm Broken bricks: Fane Coarse foam sial ( foundry pumice) Cmder" IS 70 to 18 1S 18 as to 21 9S 1 600 to I 870 1 920 to 2 240 1460 143S 1450 1010 100 800 1420 9QO 68S 785 A g g r ~ g Q t e , F I n ~ Sand: Dry. clean River Wet Brack dust ( SURKHI ) J 540 to 1600 IS 10to 15'70 18OS 17 25 to 1960 990 1 840 1 760 to 2000 1010 4. "',r"ol" Or,lInic dust. loose Peat: S ~ W J 55 160 Dry Sandy, compact Wet, compact 560 to 640 800 J 360 5 SOto 6'30 78S 13'35 S, AfINstOI Felt Fibres: m' JO J5 OJ45 Pressed Sprayed Natural Raw rnl m' ml 960 2 3CMO 600to 900 9'40 002 29'80 "!to to"S' 10 6. AsblsIOSCement B " , I / d / ~ \ su under 41 •PIpe. In w. table) P ' ~ I ·AJao Uled for fiUIn, purpo... (Colltl".d) 4

  8. IS : 875 ( Part 1 ) - 1987 TABLE I UNIT WEIGHT OF BUILDING MATERIALS - Contd MATERIAL NOr,UNAI. S17"e OR THICKNESI rom (2) WEIOHT/MASS ,.---------""'""--- kN (3) - - - - ~ per kl (4) (1) ( ~ ) ., ASMstnl ~ [ e;te IS : 1626 ( Part 2 )-IQ80·) Gutt.re; " " " t Boundry wall lutters 400 )( 150 )( 2SO mm 450 x ISO )( 1COmm 3fO x 150 x 225 mm 275 x Valley lutters 900 x 200 x 6('0 x ISO x 225 mm 450 x 12S x 4('0 x 12S x 2S0 mm Half round lutters ISOmm 2S0mm 300mm 12 , 125 ]25 100 m 016 016 013 008S 160 160 130 8S x 175 mm 1 2 ~ 0245 0160 0145 0130 248 161 146 132 12 S 125 12 S 12 S 2 2 ~ mm 1 ~ 0 mm oCl43 0079 0087 44 81 89 9 S 95 95 ASMSloI Ce.nt Pressure Pipe, ( stt under 41 'Pipes' In thiS table) Asbestos Cement S h e ~ t " " ( se«IS . 459-J9701' ) Corrugated ( pitch - Seml-corrogated (pitch - 340mm) Plam 9 o118to 0 130 oJl8 toO 127 009 ml 120 to 13 3 120 to 13 0 916 6 6 5 J46 mm) ml 1040 0102 10 B,tumtn BloC'ks Lime-based solid blocks ( see IS 3115.1<i18t) Hollow (open and closed cavity concrete blocks) (see IS 2185 ( Part I )-19791 ) Grade A ( load beannl ) Grade B ( load bearanl ) Grade C ( non-load beanna ) Solad concrete blocks Jl 880 to I 280 865 to 12 5S 144 141 144 to 96 1 41 to 094 144 to 96 1 41 to 094 1800 176S Boards Cork b o a r d ~ Compressed Ordinary FIbre bulldmg boards ( s,e IS . J658-197711 ) 12 ml 4 2 004 002 JO 10 288 to 4 80 384 to 6 40 480 to 8 00 S 76 to 960 0028 to 0 (\47 0018 toO 061 0041 to 0 078 0056 toO 095 6 8 r ~ 10 12 MedIum hardboard L .Specillcation for asbestos cement bUIJJ.&n& pipes and pipe 6tttn&!, lutters and lutter fiumls and cootin, ftnlnls· Part 2 Gutters and .utter fittanp (first revision) f'SpeaficatJon for unrelDforced corrupted and semr-cerrugated asbestos cement sheets ( sIcond r,,,u,on ). ~ S p e c l f l c a t l o n for hme based block ( /irst revision) lSpecificatlon for concrete masonry unns: Part I Hollow and solld concrete blocks ( second revisso«). IISpeclficall(m for fibre hardboards ( slCond revision ) ( COll/llllltd) s

  9. IS : 875 ( Part I ) • 1987. TABLE 1 UNIT WEIGHT OF BUILDING MATERIAI.S Comd WF.IGIIT/MASS ,---"._-------.... NOMINAL SIZI Ok THICKNESS mm (2) {~ { g 9 12 18 25 MATERIAL kN kll (4) per (5) II) 10 0 O,olj, 2-40 to 3'60 3-2010 480 4-0010 6-00 4-8010 7-20 7-2010 10-80 3'6 4-8 72 100 m" O ' ( l ~ t 00Jllo0047 0-0.19100059 0-047 to 0-071 0-071 100-'06 0-015 0047 0'071 0-098 Siandard hardboard Tempered hardboard Fire insulalion hoard I _'u IS : 3348-1965·) Fibre insulation board, ordinary or flame-retardalll lyre- bitumen-hounded fibre insulalion board Gypsum plaster b"ards ( Ite IS : 209S·1982t ) 9-5 12-5 IS 12 6 0-069 100 098 0-09.1 to 0-147 0-110 10[l-154 0-0_l4 0-034 7-0 1010-0 9-5 1015-0 11-25to 15-75 3-5 3-5 { Insulalinll board I fibre ) Laminated board ( fibre) Wood particle boards ( _'ee IS : 3087-1985:) Desillnalion: FPSI FPTH XPSO XPTU Wood particle boards for insulation purposes ( IU IS: 3129.198S§) Hillh density wood parlicle boards ( SH IS : 3478·196611 ) Type I, Grade A Type I, Grade B Type 2, Grade A Type 2, Grade B 4-90to 8-85 4-90 to 8-85 490 (I> 8 ' K ~ , 4-,)() 10 8 85 3-90 m' SOlI to 900 5(8)to SOO SOO 109JlO SOO 10900 400 m' 0-\17 0-088 0-117 0-088 12 9 12 9 Den.by of medium hardboard varies from 3S010800 kg/m'_ Density of normal hardboard varies from 80010 I 200 kg -01', Densily of lempered hardboard variel according 10 treatment. The aclual value may be had from Ihe manufacfuren. All the three Iypes of hardboards are manufaclured 10width of 1-2m. Non 1 - Non 2 - Non 3 - NOTE 4 - 13. Brick. Common burnt clay ( see IS : 1077·1')8711 ) Enlline«inll bricks Heavy duly bricks ( see IS : 2180-19SS" ) Pressed bricks Refractory bricks Sand cement bricks Sand lime bricks 15-7010 J8-85 160010 I 920 m" b r i ~ k s 21-20 24-S0 2160 2 SOO 17-25to 18-05 17-251019'60 IS-OS 20-40 1760 to 1840 1760 10 2000 1840 2080 14. B,i,-k Chop.tmd Bmb" Bricks ( see under 2 'Broken bricks< in Ihislable ) IS. Brick DUll ( SURKHI) 1010 9"0 'Specificalion for fibre insulation board.. tSpecification for llYpaumplasler boards (fir., ,nl,IOII), tSpecification for wood \l8rticle boards ( medium density) for leneral ptIl'po1el (first _1,IDIt ). §S:>«ificatlon for low density particle boards(fir., ....lslDlt ), IISpedfication for hillh density wood \l8r1icle boards• • Speclficalion for common burnt clay buildinl bricks ( I_,it ....I,/DIt ). "Specification for heavy-duly burnt clay buildin. brlcka ( HCtHtd ,nl,ltllt ). (COIIli_d) 6

  10. IS: 8 7 ~ (Part 1). 1987 Conld TABLE 1 UNIT WEIGHT 0." BUILDING l\1ATERIAI:S - MATERIAL WEIGHT/M 4SS ..A._- NOMIN o\L SIZE OR TttlCKNESS mm (2) , -_._-*'\ per (5) ~ . _ kN 0) kg (4) (I) 16. Cost/ron. Manhole Covers ( s ~ ~ IS : 1726-) Double triangular ( HD ) 118 J40 118 140 S8 64 80 Cover I'J6 1'17 1 16 )"7 O ' ~ 7 0'61 0'78 ~ ( ) ( } 560 500 S60 ~ O O 560 Circular ( HD ) Circular ( MD ) ) Rectan.ular ( ~ Rectanlular ( LD ) : D Slnale seaI ( Pattern 1 ) ( Pattern 2) Double seal Square ( LD) : 0'23 o 15 0'28 23 15 29 Sinalc seal 13 26 23 37 0'13 0'25 0-23 0'36 ~ S 5 610 4S5 610 Double seal 17. Cast rrmr,Manhole Frames ( see IS : 1726- ) III 115 S5 lOS 58 64 64 5('0 560 500 560 500 S60 Double triangular ( HD ) Frame 1'09 1'13 O'S3 )'06 0'57 0'63 0'63 Circular ( HD ) Circular ( MD ) Rectangular (MD) Reetangular ( LD ) : Single seal ( Pattern 1 ) 015 0'10 0-23 15 10 23 ( Pattern 2) Double seal Square ( lO ) : 4SS 610 455 610 Single seal 7 0'07 0'13 0'15 0'18 13 15 J8 Double seal 18_ Cast Iron P ; P ~ , f ( see under 41 'Pipes' in this table) 19. Cement ( see IS : 269-1976t ) m Ordinary and aluminous Ra pid-hardemna J4'IO 12'55 1440 J 280 20_ Cement Concrete, Plain 760 7'45 IS'70 to 18'80 8'65 to 125S ]7'25 to 21"20 940 to 16'50 1 2 ' ~ S to 17'25 5'50 to J1-00 22-00 to 23'50 Aerated No--ftnes,with heavy algregate No-fines. with liaht aagregate \Vith burnt clay Ulregate With expanded clay aureg_te \\/ith clinker aureaate With pumice 8"resate Wnh sand and aravel or crushed natural stone aureaate With saw dust With foamed slag auregate I 600 to 1 ~ 2 0 880 to 1 280 J760102160 ~ 6 0 t o 1680 1 280 to I 760 Sf\Oto 1 120 2240 to 2 400 6-30to 16-50 9-40 to 18-05 640 to 1 680 960 to 1840 ·Specification for cast iron manhole covers and frame•. tSpeclfacation for ordinary and low heat Portland cement ( third revlsion )- ( C ( ) n t m u ~ d ) 7

  11. IS : 875 ( Part 1 ) • 1981 TABLE 1 UNIT WEIGHT OP BUILDING MATERIALS - CtMtd NOMINAL 5•• 0It THICItN_ mm (2) WEI('HT,' MAss M'TER'AL ,....-______ ..A.-.-_._____~ kN (3) per (5) ml k. (4) (I) 2400 21, C e m ~ n l Coneret«, ( conforminl to IS : 1343-1980·) 2 ) ' ~ 0 P r e s t r ~ u e d 22, Cement C O I f ( ' , . e / ~ . Rtinforced With sand and ,ravel or crushed natural stone aaarepte: With I percent steel With 2 percent steel With 5 percent steel 2310 to 2470 2 370 to 2 5:lO 2530 to 2 700 22'75 10 ~ 4 ' 2 0 2)'25 to 24'80 24'80 to 26'50 23, C ~ m ' ' ' t Conerett P;pts ( se«under 41 •Pipes' in this table) 24, Ce",e", Mortar 20'40 2 080 25, Ctmtnt Plasttr 2080 20'40 26, Cork 2'35 240 27_ Expanded Mdal ( conform;n. to IS : 412-1975t ~ Reference No, Size of Mesh, Nominal ,..----.A SWM mm 100 100 ICO 7S 75 75 40 40 40 40 40 40 40 40 25 25 25 25 20 20 20 20 20 20 20 20 12" 12" 12'5 12" J2'5 12-5 12·' 1.0 10 10 ~ LWM mm 250 250 250 200 200 200 ItS lIS 1 2 3 4 S 6 7 8 9 ml 0'0'0 0'024 0'016 0'042 0'032 0-021 O'OSO 0-060 0'060 0'028 0'039 0-039 0'020 0'020 0'054 O ' O ~ S 0'028 0'021 0-070 0'070 0'050 0-050 0'036 0'036 0'021 0-021 O'OSO 0'050 0'040 0'030 0'030 0'025 0'025 O-OSO 0'035 0-028 3,OS 2'47 J'6O 4'28 3-29 2-14 8-02 6-17 6'17 2'S5 4'01 4'01 2'04 2'04 5'53 3'93 2'SI 2'19 7'15 7'1' 5'09 ,-og 3-63 3-63 2-18 2'IS 5'04 5'04 4'00 3-13 3-13 2·50 2'50 "98 3·59 2·.7 75 75 115 75 lIS 75 75 75 7S 75 60 50 60 SO 60 '0 60 '0 50 40 50 50 40 50 :s 40 40 10 II 12 13 14 IS 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 3' 36 .. .. h ,. ·Code of practice for pretUelscd concrete (/i","""'011). tSpecification for expanded metal Iteel lbeell 'or.....1purpolel ( ,«0IIII,,,111011 ). ( COllliMlltl) 8

  12. IS : 875 ( Part 1 ) • 1987 Contd TABLE 1 UNIT WEIGHT OF BUILDING MATERIALS - WEIGHT1M ASS ------..A. MATERIAL NOMrNAL SIZE OR THICKN!U rom (2) ,..- _ kN (3) kl (4) (1) Size of Mesh, Nommal ,-----_A SWM mm 95 95 95 6 6 6 5 3 Reference No. ------... LWM mm 285 28 S 285 25 2' 25 20 15 m' 19 37 38 39 40 41 42 43 44 O O ~ O 0028 0020 0074 0048 0018 O O ~ 28t 209 7 ss .. 88 ](0 , 01 428 ~ O 0041 .r 28 Felt. Bituminous lor Wtllerproo/i',., and Damp·proofing ( sn IS 1322-1982·) Fibre base Type 1 ( Underlay) Type 2 ( Self-finished felt ) Grade I Grade 2 Hessran base 834 x 10-e 08' 21 48 x 10 1 3021 x 10 • 219 308 Type 3 ( Self-finIShed felt ) Grade 1 Grade 2 21 87 x 10-1 )570 x 10 I 223 364 NOTE 1- NOTE 2 - of felt and not of the Ingredients determined from a phYSical analySIS of the fimshed material The welsht of untreated based shall be taken al 10 the dry condition The weights liven above are mdicanve of the total weight of Inlredlents used an the manufacture ml Foam Sial. Foundry P u m i c ~ 68S 700 19 30 Glass ( se«IS 2835·1977t) (20 H 40 50 5 5 65 0049 0062 0074 OM8 0123 01'4 0167 ~ O 63 7S 100 12s 1'\ 7 170 Sheet t 31 Gutters, A s ~ s t o s Cement ( see under 7 'Asbestos cement ,utter' 10 this table) Gypsllm Qypsum mortar oypsum powder 32 ml J1 75 1389 to 1725 1200 1 410 to 1 760 33 Iron 7200 7030 to 7130 7 5S0 to 7 720 7700 7060 6895 to 6' 90 7430 to 7' 70 75 SO PI' Oray. cast White. cast Wroulht 34 L'11W LImeconcrete With burnt clay aurelate 1880 1920 · S r e c l f i ~ t l o n for bitumen felts tor waterprooftna and damp-proofina ( 'hlrd ,..,islon ). fSpeclficatlon for flat transparent sheet ,lass (SICOU rension ) ( Co"tinued ) 9

  13. IS : 875 ( Part 1 ) - 1'87 TABLE 1 UNIT WEIGHT OF BUILDING MATERIALS - COIIld - ___ per (5) m' NOMINAL S'Z11 OR THICKNESS mm (2) WEIGHT/MASS - ~ ' MAT1!R'AL r - - - - - - - - - - - kN (3) ka (4) (I) 15'70 to 18'05 \7'25 12'55 to 14'10 8'60 to 10'20 Lime mortar Lime plaster Lime 5Ione in lumPl. uncalcined Lime. unslaked. freshly burnt in pieces Lime slaked, fresh Lime slaked, aftor 10days Lime, unslaked ( KANKAR) Lime. slaked ( ICANICAR) I 600 10 I 840 1760 128010 I 440 880 10 I 040 5'7010 6'30 7'85 11'55 1000 580 to 640 800 I 180 1020 L I " o / ~ " m ( Ire IS : 653·1980"') 35, m' 0'0569 0'040 2 0'026 5 00215 5'8 4'1 1'7 2'2 Sheets and tiles 36, MUlo".,. Brl.k Common burnl clay bricks Enaineerina bricks Glazed bricks Pressed bricks IU5 n55 20'40 22'00 m' 1920 2400 2080 2240 37, MUlotr,y. SIO_ 2 soo 2080 2640 2400 2560 2700 2240 22'55 20'40 25"0 23'55 25')0 26'50 22'00 Casl Dry rubble Granhe ashlar Granite rubble J.ime stone ashlar Marble dressed Sand slono 38, Multi. Alphall 0'215 m' 22 10 39, M"ul S h t ~ I ; " , . Gul.u"lzed S l t ~ 1 u"d Co"",uud ( se« IS : 277·1985t) P ' o ' ~ , , ~ d S M ~ " . Plul" I'60 1'26 1'00 0'80 0'63 I'60 1'25 1'00 0'80 0'63 i lO'63 I'60 1'25 1'00 0'80 0'63 0'131 0'104 0'084 0'069 0'056 0'129 0'102 0'083 0'067 0'054 0'128 0'101 0'081 0'066 0'053 0'127 0'100 0'081 0'065 0'052 13'31 10'56 8'60 7'03 5'70 13'16 10'41 8'45 6'88 5'55 13'01 10'26 8'30 6'73 5'40 12'94 10'19 8'22 6'66 5'32 Class I { CII.. 2 { l'60 1'25 1'00 0'80 Class 3 CII.. 4 { 40, Mortu, Cemenl G)p.um Lime 20'40 JI'80 15'7010 18'05 m" 2080 1200 1600 to 1 840 ·Speclflcation for linoleum sheets and tile. ( I ~ o t t d ,••,lIt1II ). tspeciflcalion for plvanized steel sheet. ( plain and col'l'lll8tecl ) (fo.,,11 _i,l"" ). (Ct1IIli""rd) 10

  14. IS : 875( Part I ) • 1917 COII,d TABLE 1 UNIT WEIGHT OP BUILDING MATERIALS - NOMINAL Size OR THICKNESS rom (2) WEIGHT/MASS -A____ , ..__---. MATI!alAL per (5) kN (3) kl (4) (I) 41. :PI,., m' 0'032 to 0'034 0'032 to 0'043 0'0'1 to 0'0'" 0'052 to 0'060 O'OS8 to 0.. 06' 0"072 to 0'086 0'086 to 0'108 0'OS6 0'067 0'090 0'139 0'17S 0'264 0'380 0'S39 3'3 to 3'5 3'3 to 4'4 "2 to S·, S'3 to 6'J '-9 to 6'6 7'3 to 8'S to IJ'O "7 6'8 9'2 14'2 17'8 26'9 388 5S { ~ 100 125 ISO r r 60 80 90 Aabcltos cement pipes ( M ~ IS : J626(Part) 1·1980-J 8'S so 80 100 M 200 250 300 Asbeitoa cement pre.ure pipes ( 8" IS : 1592·19801' ) east iron pipes: Rainwater pipes (.,IS : 12l()'1979t) JSSO 100 ll2S 150 i Lisa pipe 0'073 0'108 0'137 0'196 0'255 0'064 0-093 0'123 0'172 0'230 7'5 11'0 14-0 20'0 26'0 6'5 9-S J2-' 17'5 23'5 75 Standard overall lenlth 1'8 m with locket 50 75 reo 125 Standard overall lenlth l'5 m with socket Prcsaure pipes for water, ...anclsew...: a) Centrifuaally calt ( 1ft IS ~ .536-197'1 ) i) Socketuad 'Pilot pipes: Barrel: m 14'7 J8-6 24'2 30'1 44'0 59'3 76'5 ~ 6 ' 3 116'9 J41'O 165'2 219'8 2 8 ~ ' 2 317'2 16'0 20·5 26'4 33'2 48'1 65'0 84'0 10S'0 128'7 JS6'0 181'0 80 100 125 ISO 200 :50 300 350 400 450 SOO 600 700 750 80 100 125 JSO 200 250 300 350 4CO 4S0 500 1'144 O'J82 0'237 0-2Q5 0'432 0'582 0'750 0'9'" 1'146 1'383 1'620 2'1$6 2-711 3'111 0'151 0'201 0259 0'326 0'472 0'637 0'824 1"030 1'262 I-S30 1'775 fittinlS, luttus Clus LA Class A and luttcr littin.s and footing ·Specification for asbestos cement buiJdinas pipes and pipe 6uinls: Part I Pipes and pipe fluinas (first revtuon ). tSpecification for asbeslos cement pressure pipes ( 8«0l1li"v[llon ), tSpcciftcation for cast iron rainwater pipes and flttin.. ( I«OM ,nil/OIl). §Specificationfor centriruplly cast ( spun) iron pressure pipes for water, au and sewaae (second revision ). ( Continuf'd ) 11

  15. IS : 87S ( Part 1 ) • 1987 UNIT WEIGHT OF BUILDING MATERIALS - Contd NOMINAL SIZE OR THICKNESS mm (2) TABLE 1 WEIOHT,'MASS - - - MATI!RIAL r - - - - - - - ' - - - - - - - - - ~ kN (3) kl (4) per (5) (1) "600 \,700 750 r80 125 )50 1200 ~ 250 100 l ~ 450 5()() l ~ 700 750 r80 J25 1'\0 200 250 100 350 400 450 500 600 700 7S0 2 367 3056 3'422 0'172 0216 0281 0352 0511 0692 o8'l6 J 122 ) 368 I 657 ]'Q29 2578 3'317 3 733 0054 0069 0090 0113 o 165 o2:!5 0292 o368 0454 o54C) 0'647 0876 J 145 1'292 241'4 311'6 3489 17 3 220 287 359 52 1 706 9)'4 Jl4'5 1395 J69 0 1'6'7 2629 338 2 3806 5'S 7 1 9'2 n s 16 8 22'9 29'S 37 5 46'3 560 66'0 89'3 1168 1317 m Class A 100 Clasa B S ~ ~ e t 100 Sockets for Class LA, Class A and Class B barrels ii) Flanged pipe with screwed ftanlcs: Barrel: Class A Same as for centrirulally cast socket and. spigot pipes, Class A 80 to 300 Same as for centnru.ally ca.t locket and Spllot pipe., Class B Class B 80 to 300 r so 100 125 so 2....0 250 300 0042 0049 0065 0080 0'112 0144 0182 4'3 SO 66 82 Jl4 147 J86 FJanle Flanf:S for Class A andr ( ~ ~ e o ~ i ~ P f ~ 3 7 . 1 9 7 6 · ) Barrel: C ass B barrels b) Vertically calt socket and SO} to 7SO SOO 900 1000 1100 1 2('0 ...1 500 Same as for centrafuplly cast socket and SPllot pipes, Class A 382 465 55Q 659 7'67 11 98 Same as for centrifugally cast socket and SPIIot pipes, Class B m 389 474 570 672 781 J 222 Class A " SO} to 750 800 900 1000 1100 1200 1500 m 4'IS "07 607 7'13 8')5 13"07 423 516 619 719 851 1 33] ClauS ·Specification for vertically cut iron p r e s s u r ~ pipes for water, gas and lew.le (/irst r ~ ' ; $ i o n ). ( COI,tinwd) 12

  16. IS : 875 ( Part 1 l - 1987 Contd \\ EIGHT/MASS .14.. TABLE 1 UNIT WEIGHT OF BUILDING MATERIALS - NOMINAL ~ I Z I : OR THICkNrsS mm (2) r 80} ~ 7 ~ ~ MATERIAL ,--- ~ per (5) kN (1) kg (4) socket and (1) Same as for SPliot pipes, Class A and <..Ia!)s B centrifugally cast Socket for Class A and Class B barrels 800 900 1000 IJ 100 L ~ ~ ~ 1 45 1 7 ~ 2 18 2 60 ~ ~ r 147 182 222 265 ~ ~ ~ Socket c) Sand cast Cftanaedpapes ) Barrel- Same 8S for ,.. "got pipes. Class A centrifugally cast socket and J7!g} SOOt II s ~ J { 1500 r I Same spigot pipes, <.Iass A as for vertically cast socket and Class A Same as for spigot pipes, Class 8 cast socket and ~ } ~ e n t r a r u g a l l y Class B Same as for vertically calt socket and spigot pipes, Class D to} l ~ S 3 67 9 3 120 148 ly 4 234 265 32 1 440 599 6q 8 808 946 1200 Jl90 1730 2762 0016 0041 oOS2 0066 0091 o JI1 o 145 o 186 0229 0250 O'IS 0431 0581 o68S 0792 0(28 1 ]8 J 18 170 211 80 ~ ~ ISO 200 250 '\00 350 4()() 450 SOO 600 700 750 800 <00 1000 1100 1 200 101)00 FIance Flanges for Clas, A and Class B Darrels l Concrete pipes (lee IS 458·1971·) 019 022 0'0 040 069 084 095 117 o 196 0215 0324 0510 0736 0(02 1 02 1 26 I 38 1 89 2 19 281 3'I 19 22 11 41 70 86 97 JJ9 20 24 33 52 75 92 104 128 141 193 2:!3 287 358 m 80 100 1410 2 ~ 0 r I ~ ~ r I I 1 < " I a ~ s NPI (unremforced non-pressure pipes) ~ l ~ 80 1f'0 ISO 2410 100 150 400 450 500 600 700 800 900 Class NP2 ( reinforced concrete, light duty, non-pressure PIpes) ·Spccaficatlon for concrete pipe. ( with and without remforcement ) ( s«ond revisro« ) (Conrmued) 13

  17. IS : 875( Put 1 ) • 1!18'7 TABLE 1 UNIT WEIGHT oar BUILDING MATBlUALS - CtRftd WaIGHT/MA. .. NOMINAL SID OR TWICItN.. mm (2) 1 m I 200 1400 J 600 1800 r 350 MATIitIAL per (S) m k. (4) 438 525 620 134 1013 1283 240 269 297 325 ,410 470 604 754 829 1054 1140 kN (3) ~ : ~ 6119 8'18 9'\13 12'$8 r : ~ i ~ g 592 7'39 8'13 10']4 11'18 (I) { Clus NP2 ( reinforced concrele, IiShl duly, nOll-preSiure pipes) heavytli .. C1us NP3 (reinforced~ e t e . dUly,non-pressure Plpn) 800 900 1000 1 100 1200 80 100 150 250 300 350 400 450 SOO 600 700 800 900 1000 1100 11 200 20 24 33 52 75 92 104 128 141 193 223 287 358 437 525 620 20 24 33 63 103 134 170 188 261 326 20 24 33 75 117 168 204 0'196 0'235 0'324 0,,.0 0'736 0'902 1'02 1'26 1'38 1'89 2'19 2"81 3'51 4'30 5'IS 6'09 0'196 0'235 0'324 0'608 1'01 1'31 1'67 1'84 1'56 3'20 0'196 0'235 0'324 0'736 1'15 1'65 2'04 Cia.. PI ( reinforced concrete pressure pipes safe for 20 MPa pressure lells \ 80 100 ISO 250 300 350 400 450 500 600 80 100 ISO 250 300 350 400 Class P2( reinforced concrete pr_ure pipes safe for 40 MPa tests ) pressure Class P3( reinforced concrete pressure pipes ..te for 60 MPa pressure tOIls) { Leadplpn [ IN IS : 404 ( Part 1 )-1977-) ( service and distribution pipes 10 belaid undeJ'll'OUlld ) : f 1'87 3'13 4'24 6'11 7'50 9'28 1445 0'018 &031 0'042 0'060 0'074 0'091 &142 lO IS 20 25 32 40 50 1 For worldlll pressure 40 MPa .... Part 1 For otbet than cllemical purposea ( _d,..".,,,,,), ·Specjllcation for lead pipn: ( CD"""wd) ...

  18. IS : 875 ( Part 1 ). 1987 TABLE. UNIT WEIGHT OF BUILDING MATERIALS - r 15 20 ( '" Note below ) 25 ( _ Note below) Colttd NoMINAL S,Z. OR"fHICKNIII mm (1) W!t(lHT/MASS .A.. MAT111U41. ---.. pu ,--- kN (3) 0'022 0'038 0,050 0'069 0'1::6 0'175 0'029 0048 0'067 kc (4) 2'26 3'83 5'11 7'03 12"80 17'82 (I) (5) m 15 20 25 32 40 For worki..pr_re 70 MPa For workilll preuure 100 MPa 10 2 ' ~ 6 4"88 6'86 0'105 10'75 Service pipes 10 be fixed or laid above Il'ound: IO 15 20 25 32 40 L50 lO 15 20 25 32 40 10 ~ 0'014 O'(l21 0'027 0'036 0'059 0'091 0'142 0'018 0'024 O'Q.1O 0'069 0'126 0'175 0'029 0'048 0067 1'45 2'15 2'74 3'67 6'00 9'28 14'45 1'81 2'47 3'1\ 7'03 12'80 17'82 2'96 4'88 6'86 For workin, pressure 40 MPa { f l For workln, pressure 70 MPa For workin, pr_ure 100MPa (", Nole below I 0'105 25 10'75 ( IN Note below ) j Cold water distribution pipes to be lIxed or laid above,round: 0'014 0'021 0'027 0'03& 0'048 0061 O'OS4 lO 15 20 25 32 For workin, pressure 25 MPa 140 l50 IO IS 20 25 32 40 50 0'014 0021 0'027 003' 0'059 O ' ~ I 0'142 For workln, pressure 40 MPa { Hot water distribution pipes 10 be lIxed or laid above Il'ound: po ~ 0'015 ~ , g i : O't41 0'062 ~ : 1 : ~ { 25 31 ~ For workln, preuure 20 MPa TIle muImum workln, ......ure for tbeN..1,90Mh. Non - ( Colt/(ltwd) IS

  19. IS : 175 ( Put I ) • 1987 . UNIT WEIGHT Oil' IIUILDING MATEIlIALS - C"IIId TABLE t WEIGHT/MAlI A NOMINA.LSIZI oa THleIeN_ man MATIlalAL ""'" (5) m q (4, I_50 2"34 4-" 8"69 13-51 5"07 7-48 '-88 J6"36 2-09 2"56 3-28 3-95 '-07 tN (3) 0-015 0'027 0"045 0"085 0-132 0-050 0'071 0-097 0'160 0'020 0'025 0-032 0-039 0"049 per (2) fO (I) 15 20 25 32 Por workin. preUUN 35 MPa r ~ Soil, waste, and soil and wute ventUation pipes t 100 150 Jrs 32 l: FlulhiOl and wamin. pipet Ou pipes: 0-008 0"017 O - O ~ 5 0'034 0"045 0-061 0"071 0"008 0"012 0'020 0-029 0"037 0"041 0-058 0"137 0-216 0'324 0-412 0'81 1"70 2-60 3'44 ""51 '-27 7-20 0-81 1-21 2"09 2-99 3"74 4-76 '"87 J4 22 33 42 fO 32 40 50 fO 32 40 50 100 150 7DO 230 ( •• Note below) 2'0 300 350 400 4'0 = 15 20 25 Heavy weilht IU ,ipea IS 20 25 Lllht wei,bt Pi pipes Stoneware, salt-,Iazed pipes ( I. IS : 651-1980· ) 52 79 100 J2, 147 180 240 0-'10 0'175 0"980 1-26 1-44 1-77 2"35 42. PItl8ter ( IN GI,D' 'Finisbiq' in Table 2) Cement Lime Acoustic Anhydrite Barium .ulphate Fibrous O,I*DD .20-40 17-25 0'018 0"206 0'284 0...1 0"1845 m' ,t ml 2080 17f,O I , l' 10 10 to )0 10 21 29 43_ SItHI'. Albeltot ( ,. under 9 'AabutOi cement aIa.tin.' in this table) OalvlJlized iron ( 1ft under 39'Metal *beetlaa. protected' in thi. table) GlUt ( ..under 30 'Olus' iDthi. table) Plywood 0·7 0'" Non - Thi. i. nOD-preferred liu aDdit.__factureI. permitted for a Hml" period. ·Specification for aalt-lluecl .to..".... pi,...... lUI...(/...,,,m""). eC.....) 16

  20. IS : 875 (Part I ) • 1987 TABU I UNit WEIGHT OF BUILDING MATBltIALS-C_d NOM'NALS,u OR THICICN811 ~ MATIalAL WIIOHT/MASS A- ,.---- ~ ~ ~ ~ (\) (2) (3) (4) (5) m" 2'65 270 45, Soil. a"d Grnull Aluv,al llround, undislurbed Broken stone ballast: Dry, well-shaken Perfectly we' Chalk Clay: China, comp",,' Clay fills: Dry, lumps Dry, compacl Damp, compac. "'ct. compact Undisturbed Undisturbed, llravelly Earth: Dry MoiSi Gravel: Loose Rammed Kaolin, compact Loam: Dry. loose Dry. compacl WeI. compact loess, dry Marl, compact Mud, river. weI Peat: Dry Sandy. compacl We., compact Rip-rap Sand: Dry, clean River \\e' Shinllles: Algregale 3 to 38 mm Fine sand: Dry Saturated Silt, we. 15'69 1600 15-70to 18'35 18-85.021'95 15'70 to 18'85 160010 I 870 1920 to 2 240 160010 I 920 21-9S 2240 10'20 14'10 17 2S 20-40 18'85 2040 1040 1440 1760 2080 1920 2080 D-8S 101805 IS 70 to 19-60 I 410 to I 8AO 1600 to 2000 1570 1 8 ' R ~ to 21-20 2S ~ O I fOO I 9 ~ 0 to 2160 2600 r zro 1600 1920 1440 I 7 ( ~ ) to 1 9 ~ 0 I 760 1" I 920 11-75 I ~ 18 R ~ 1410 1725101885 17"25to 18'85 711 S-SO to 7-85 Ins 12'SS'0 14 10 560 10 ROO 1 '(,() I ~ 8 0 to I 440 630 640 I <4(\ ",1600 I 840 I 7011 10 2000 IS 101015'70 18OS 17'2S10 1960 Il 75 1400 IS'70 2040 17'2S 10 18-8S 1600 2080 I 760 tv 1920 46, Slut S«:(io". Hot rolled [ .u IS : 808 ( Pari I )-1978· J Beam. - Desiana'ion MB 100 MB 125 MB ISO MB 175 MB 200 MB 22S 0-113 0'131 0'147 0'191 0249 0'306 II'S IN !s-o 19-5 2S-4 31'2 m ·DimeNions tor hoI-rolled steel sections: Part 1 MB series ( beams ) ( ..eondr••IS/OII ), 17

  21. IS • 875( Put 1 ) • 1,.., TABLE 1 UNIT WEIGHT OW8l11LDING MA'lDlALS- ~ NOMINAL51. oaTHlclt_ mm (2) MATERIAL WSlQI\T/M"1I " ----. per ka (4) kN (3) (1) (5) Beam.- MB 250 MB 300 MB350 MB 400 M8451l MB 500 MaSSO Ma 600 Column. - Deslr-.tlon Im IS: 808( arU )01918· I SCl00 SC 120 SCI40 SC I ~ SC 180 SC 2GO SC 220 SC 250 Channal. - Dcalf.':tiOD I m IS : 808( MacllUIII waiPl chanDal_ioIII wllh IloplDI lana. MC 75 MC100 MCI25 MCI50 MC 175 MC2GO MC 225 MC2SO MC 300 MC3SO MC 400 MecIlumwalthl channal aectlOllIwllll PIlrallel ftansn ( _ MCP 7' MCP 100 MCP 125 MCP 150 MCP 175 MCP 200 Mep 22' Mep 250 MCP 300 MCP 350 MCP400 ~ U l l lea .nsln - SiZI ,nIS : llOO( Part 5 )-I9'76tI Dalipatlon m 0"365 0"452 0'514 0'604 0-710 0'852 1'00 1'21 37'3 ~ ' I 52-4 '1" 16'9 I 12'4 .. ~ 123 0"196 0'257 0'327 0 ~ 4 n 0'495 0'591 0"6fO 0'839 20"0 26'2 33'3 4"g 50-5 ~ ' 3 10'4 .,'. art 3 )-1P79tJ "-14 .. 10'0 16'8 19'6 22-' 26'1 30'6 36'3 42'7 SO'I 0"070 0'098 0-165 0"192 0'219 0'256 0-300 0'356 0'419 0"491 7-14 .. 13-1 16'S 19" 22'3 26-1 30-6 36'3 NOla balow ) 9-56 .. 0'070 0'094 0-128 0'165 0'192 0-219 0'256 0"300 0'356 0"419 0"491 .. .. .. 42'7 .. SO-I r.r n .. I" 1'4 1-' 2'2 n: ~ ~ - : : r :gU 0'01' 0'014 0'011 0'022 ISA2029 m { : g ISA 2525 '-0 3'O 4'0 "0 .. ISA 3030 .. { NoTa - Thue 1ellIl0Dl ........IID...dnelopmeatal ..... and mQ' ba a",lJabJa aubjeat to ..,....•• with tlla manufaetunr, "DI_ion. lorllol-rol......ealteti-= Part 2 Columna- SC .......(---::::J IDlmanslon. tor hot-rollad llealtetlODll hrt 3ClllJanall,Me and MPC _i..( _i,i.), Dimeollons othoi-relied ....llIICtiolll: Part, BquaI .......( I#fIIHIIl rwIIioiJ). ( COllli"".) 18

  22. IS : 175( Part 1 ).1981 UNIT WEIGHT o. aulLDING MATBIlIALS - COllI" ~ ~ ~ i ~ = mm (2) (3'0 '4-0 1"0 6-0 r ~ "0 6'0 ro "0 "0 ro 6'0 TAllLa • WIIGHT/MASI tOt MATIalM, r- ~ per (5) m ka (4) 1'6 2'1 2" 3'0 I" 2'4 3'0 3" 2'1 2'7 3'4 4'0 2'3 3'0 38 4" 4'J 4'9 6-4 ,', 4-' 5-4 1'0 8-6 4-' 5-8 "7 9'4 5'3 S'3 8'3 ]0'2 5'7 6'. 8'9 110 7-3 9'6 11-8 14'0 "2 10'8 13'4 15'8 "2 12'1 ]4'9 177 13'4 16'6 19'7 25'7 1"9 1"7 23'S 30'1 22'9 27'3 35'8 44'1 36'9 48'S 60'0 73'9 (COIfIiItMI) kN (3) 0'016 0021 0026 0-029 0'018 0-024 0'029 0'034 0'021 0-027 0'033 0'039 0'023 0029 0'037 0'044 0-040 0'048 0'063 0'077 0'044 0053 0'069 0'084 0048 0-057 0'076 O'O'}2 0'052 0'062 0081 (tlOO 0'056 O'C67 0'087 0'108 0'072 0'094 0'116 0'131 0'080 0'106 0'131 0'15' 0'090 0'119 0'146 0'174 0'131 0-163 0"193 0'252 0'156 0'193 0'230 0'301 0-225 0'268 0'351 0"432 0'362 0'476 0'588 0''725 (1) lSI. 3535 4'0 IIA 4OSO 4-0 ISA 4545 4'0 s-O IIA 5050 { "0 6'0 r'-0 6-0 « 8'0 (10'0 8'0 10-0 1M '555 ISA __ { "0 6'0 S-O 10'0 r"0 .( 8'0 Ll0'0 ISA '''' 6-0 ISA 7070 { "0 6'0 8'0 10'0 ISA 7575 { 6'0 10-0 12'0 ( 6-0 t 8'0 10'0 J2'0 r 6'0 t80 12'0 8'0 ISA I0IO ISA 9OS0 10'0 ISA 100100 { 8'0 10'0 12'0 16'0 lSI. 110110 8 ~ { 10'0 12'0 16'0 ISA 130130 fO'o 16'0 20'0 (12'0 ~ 16'0 20'0 l25'O 12'0 IIA 150150 .. III. 200200 19

  23. IS : 875( Part 1 ) - 1917 UNIT WEIGHT 01' BUILDING MATERIALS - CIJlltd NOMINAL SIP OR THleIeN_ mm (2) TABLE I MATlklAJ. WBiORT/MAII A r= ~ q (4) kN (3) per (5) (I) Unequal Ie. anales - l R ~ IS : SOl( Part' )-197'· 1 Size f1l "0 f3'O 4'0 0'011 0'014 0'018 0'015 0'019 0'024 0027 0'017 0'022 0021 0'032 O'OIS 0'024 0'029 0'0)4 0'016 0'04] 0'057 0:040 0'048 0'063 0'042 0'051 0'066 O'OSI 0'046 0'055 0'073 0"088 0"048 0'058 0076 0092 0'067 0'087 0"108 0'128 0'014 0'087 0"120 0'07S &103 0'121 OolSI 0'090 0"119 0'146 0-099 0"131 0'162 0'1"93 0'134 0-167 0"198 0'160 0"197 0"235 0". &225 0'261 o - ~ ' I 1'1 1'4 1'8 I"' J'9 2'4 2" J'1 2'2 2'8 3'] 1'1 1'8 3'0 3'5 3'1 4'4 5'8 4'1 4'9 6'4 4'3 S'2 6'7 S'3 4'1 5'6 7'4 9'0 4" S9 1'7 9'4 6'8 8'9 111» 13'0 7'S 9'9 12'2 8'0 10'S 13'0 IS'" 9"2 12°1 14"' 10'1 13'4 16'S 19'7 13°7 17'2 20'2 16'3 20') 24'0 31'4 22" 27'3 35'. m ISA 302b 4'0 ~ "0 L60 CO 5'0 6'0 f3'0 4'0 15'0 6'0 r r'O f S'O 6'0 18'0 10'0 J5'0 6'0 8'0 llo'o .r S'O 6'0 8'0 llo'o { 6'0 8'0 10'0 12-0 { 6'0 8'0 10'0 [ 6'0 8'0 10'0 l12'0 { 6.0 8'0 10'0 J6'0 1-0 10'0 l12·0 { 8'0 10'0 12'0 " ISA 4025 4'0 ISA 4530 ISA 5030 1l ISA6040 6'0 S'O ISA 6S4S 6'0 8'0 ISA 704S ISA '550 ISA8050 rSA 9060 I S A I ~ !SA 10075 ISA 12571 ISA 11595 ISA lS0'7S { 8'0 10'0 12'0 16'0 JSA ISOll5 ro-o 160 ISA 200100 12'0 ·Dimenlioal of bot-rollecllteel aectionl: Part C5 Unequallq ....lea ( M:tJIIII".,..). ( COIftl-.l) 20

  24. IS : 875 ( Part 1 ) • 1917 UNIT WEIGHT 01' BUILDING MATERIALS - COIIld TABLE I MATDIAL NOMINAL SIZI Oil THICItNUI rom (2) 1 WIIOHT/MA. • ~ kN (3) k. (4) per (5) (I) 26'9 32'1 42'2 520 m (10'0 12'0 16'0 20'0 0'264 0'315 0'414 0'510 ISA 200150 Cold tormed fipt ..~ ••tructurallteel MCtions (".IS : II ·196S·) : Lipt laOle sectionl - Bize: an.IOI {lIS 40 ro, 3'15 4'0 (2'0 f"' f6 3 IS 40 f1 2" 3'15 r r1 4'81 607 305 0'047 0060 0-030 0'037 0'047 0'011 0'022 0'028 0-035 0'012 0'015 0'018 0'023 0'029 0'007 0'009 0'012 0'014 0'018 0'005 0-007 0009 0-010 0004 O'ro, 0'006 leo x 100 3'82 .. 4'82 1-82 2'26 2-83 ]-" 1'21 I-51 1'87 2'34 2'93 0'75 0-96 1'19 148 1'84 O'S6 0'71 0'88 1'08 0'36 0'46 056 lOx 10 ]'15 4'0 (0)(60 2'0 25 5Ox5C 1'6 2'0 1 1'6 2'0 2-S 40)(40 30)(30 1'6 2'0 20x 20 Channels witho. lips Size: 7'15 9-01 4'52 "66 7'12 2'69 3'3' 4-18 5'24 1'79 2'23 2'76 3'44 4'30 1'12 1'42 1'75 2'17 2'70 0'12 0'070 0'081 0'044 0'05' 0'070 0'024 0'03' 0'041 0'0'1 0'0'1 0'02 0021 0034 0'042 0'011 0'014 0'017 0'021 0'026 0'001 0'010 0013 0'015 {3'15 4'0 r' ro 3'.5 4"0 f6 3"S 4'0 (1'25 F: 3't, r 100 x 100 80 x 80 3'" 40 ~ - 5 60)(60 2'0 2'5 50)(50 40)(40 2'5 0 1 1 I" 2'0 2" 104 .. 1'28 1'58 30><30 ·SJMCi8catlon 'or cold tormed Ii.bt PUle structural lteol section. ( " ••"). (CD"''''''') 21

  25. IS : 175( Part t )• lt8'7 TABU I UNIT WEIGHT0' IRJILDING MATBRIAlB- C.,tI . WBIOHT/MAII NOM'NALSID OA THleKN_ mm (2) r' r2'OO r r· COO 1 r (1'25 1 r'25 C'2S MATBIUAL k. (4) kN (3) per (5) (I) Channels without lipa Size: 2S m 't 0"53 0"66 0'81 4"5' "70 7"J4 9'01 4"27 S"31 6"65 "31 3'9' 0"005 0"007 0"008 0"045 0'056 0'070 0'088 0'042 0'052 0'065 0"082 0-039 0"048 0"060 0'026 0'033 0'041 0'051 20 x 20 1"6 2'0 50 200 x 50 3"t5 4'00 ca 2'50 3"15 400 180 x 50 4'92 .. 6'16 2"67 ]'33 4"13 t 160 x 50 2"0 ]'15 fl"6O 2'00 1'50 3'15 tt "J7 .. 2'42 3'01 3'7. .. 1'70 2'17 2'70 3'35 1'67 .. 2'07 2'56 " 140 x 40 0"024 0'030 0'037 {'"flO 2'00 2-50 120 x 40 2S 0'017 0'021 0'026 0033 tt .t .. 1'60 2'00 2"50 100 x 40 0'013 0'OJ6 0"020 0'025 1'31 )'60 21lO 2'50 lOx 30 tt 0'011 0'1'14 0'011 0'010 0'013 0'016 1'12 1'42 1'75 )'02 1'29 " n 60 x 30 J'60 2'00 1"60 .. 5O)(]o 1'60 2'00 roo 3"1' l400 f60 2"50 3"15 f2S 2'00 2"50 r'2S 2-00 n Channels with lip. Size: 5'24 ,·SO .. 8'36 0'051 0"063 0'082 0'103 tt 2"50 JO"48 .. 3"33 4'J4 '"32 6'62 1'94 2'45 JOO x 100 0"033 0'041 0'052 0'065 2'00 80)(80 It 0"019 0"024 0"031 0'039 3'20 .. 3'95 " 1'60 fiO)(6Q 0'016 0"020 0"025 0"013 0'017 0"020 )'64 2"08 2'57 50><50 1'60 1"35 1"70 2"09 n'" 1'20 (C""""".) { 1-25 l'ttO 2"00 40)(40 0-009 0"OJ2 {1"2S 1''0 3Ox3O 22

  26. IS : 875 ( Part 1 ) - 1987 TABLE I UNIT WEIGHT OF BUILl>ING MATERIALS - NOMIN \L ~ I Z E OR THltKNFSS mm (2) Contd WEIOHT/M",ss MATIRIAL r---------.A------ kN (1) - - - ~ per (5) kg (4) (I) C h a n n e l ~ with hps Size 0047 0059 o07S 0094 o 118 0045 0056 0071 00&9 o 112 0043 oOS3 0068 OOR4 0106 o(l'18 0047 0058 007S 0094 0025 0031 0041 O O 484 602 767 9 S9 12 05 459 ~ 71 7 ~ 8 910 JJ 42 414 S 19 68() 860 1079 , 84 476 ~ m { ~ g g 2 SO 3 15 400 r1 fO 200 i 2 SO 1 IS L400 (160 12 00 i 2 SO 1 IS L400 f60 2(0 250 I 3 IS l400 (1 11 00 ~ 200 l250 1 15 f 25 160 lOO L2 SO { 12S 160 200 {125 160 {125 160 200 X 80 180 x 80 J60 x 80 CH 140 )( 70 761 954 252 321 414 S 12 638 213 271 , 15 4'34 1 74 220 272 ) 25 I 57 I IS 14S 2 ~ 120 x 60 ~ 0063 O O ~ I 0027 0013 0043 0017 00!2 0027 0012 0015 0011 0014 100 )( SO 80)(40 60 x 30 50 x 30 Hat sections Size roo-« 100 689 9 OS 1173 43q 571 736 263 345 434 225 288 I 16 I 83 351 445 551 2 Is :! 83 3 ~ I 164 208 I 15 10'8 n 68 ( Conll1llled) 0068 0089 0)15 0041 0056 0072 0026 0034 004J 0022 0028 0011 0011 O(l)4 0044 0054 0021 00'8 00'\4 0016 0020 0013 0101 0134 {2 SO 3 IS 400 roo 3 IS f60 200 2 SO r 160 \200 {J 25 160 f160 200 250 f' 25 160 200 {125 160 I 2S {115 400 .,SO 80 x 80 60)(60 SOx 50 4Ox4O 100 x so lOx 40 60 )( 30 50 x 2 ~ 100x ISO 23

  27. IS : 87S( Part 1 ) • 1'87 - TABLE 1 UNIT WEIGHT OF BUILDING MATERIALS-C_d NUMINAL SIZE 011 THICKNESS mm (2) MATERIAL WEIGHT/MASS - - ---. per m , - - - - - ~ kN (3) k. (4) (I) Hat lCCtions Size: 0-089 0-113 0'050 0'1'67 0-084 0-OJ3 0-04.1 0-055 0-021 0-028 0-035 m 9-0lI 11'48 5'12 6'82 S-59 3')7 4-44 5'64 2-14 2'82 3'55 {3"l5 4-00 r'50 3-15 400 roo )-15 r {1-6O 200 {'-6O 2"CO {1-6O 2'00 {1-60 2-00 {I'60 2-00 {'2S 1'60 {1-2' 1-60 {1-25 1'60 {1-25 1-60 80 x 120 6Ox9O so x 75 2-50 60 2-00 2-50 4Ox6O Reelan,"lar boll sectlona Size: 0'072 0'00 0-065 0-081 0-057 0-071 O ' 7-3' 9-16 6-60 8'22 5'as 7-28 5-09 6'34 4-34 5 - 3 ~ 2-82 3-" 2-23 2"8_3 1'64 2-08 144 1'83 200 x 100 180 x 1IO 160 x 80 O ~ 140 x 70 0'062 0'043 0-053 0-028 0-035 0-022 0-028 0-016 0'0:0 0-014 O-OIS 120 x 60 100 x SO 8Ox4O 6Ox3O 50 x )0 Square boll lCCtion Size: 200 x 200 0'097 0-12\ 0-087 0-108 0-764 OG96 0-067 0'084 0-057 0-071 0-0)7 0'047 0-030 0'038 0-022 0-028 O'OIS 0-023 9-86 12'30 S-86 11-04 77"S5 9-79 6-85 8-'3 "85 7-28 3'80 484 301 3"84 2'23 2-S3 1'84 2'33 {'"60 2'00 {I'60 2-00 {1-60 2-00 {1-60 2-00 {1-6O 2-00 {I-ll 1'60 {l'25 1-60 { 1-25 1'60 {I'25 1-60 180 x ISO 160 x 160 140 )C 140 120 x 120 100 )C 100 80 x SO 6Ox60 50 x 50 Rolled Ileel lee bars ( ... IS : I173·197S· ) DClianalion ISNf 20 ISNT 30 ISNT 40 ISNT 50 ISNT 60 ISNT 80 ISNT 100 ISNT 150 ·Specification ror hoi-roiled and slil steel tee liars ( Hrtmd ,."Isian), 0'009 0-014 0'034 0'1'44 0-G53 0-094 0-147 0'223 0'9 1'4 3" 4" '-4 9-6 15'0 .. 22'S .. ( Can,'n.") 24

  28. IS : 87S( Part 1 ) - 1987 TABLE. UNIT WEIGHT OP BUILDING MATERIALS - NnNINAL SIU OR THICKNESS,...--. mm (2) CDltld "'EIGHT/MASS ... MATERIAL --. per (5) kN (3) k, (4) (I) Desienation ISHT 75 ISHT 100 TSHT 125 JSHT ISO JSST 100 JSST ISO ISST 200 ISST 250 ISLT SO ISLT 75 ISLT leo JSJT 75 ISJT 87'5 ISJT 100 ISJT 112'S Steel sheet pilin, sections I IU IS : 2314-1963·) Designation ISPS 1021 Z ISPS 1625 U ISPS 2222 U ISPS 100 P Slolte Asate A8IrC&8te Basalt Cast Chalk Dolomite Emery Flint Gneiss Granite Gravel: Loose Moderately rammed, dry Green atone Gypaum Laterite Lime stono Marble Pumice Quartz rock Sand stone Slate Soap stone <48. Tor. Coal Crude ( IN IS : 2 1 2 - 1 9 8 ~ t ) Naphtha. Illht (ue IS : 2J3-1968l ) Naphtha, heavy Road tar ( uelS : 215-19611 ) Pitch ( IU IS : 216-1961U ) .9. T1rerma/ 1ltlilMtIoII Unbonded ..... wool Unbonded rock and slaa wool Expanded polystyrene Cellular COIICNl. Grado A GradeB GradeC Preformed calclum sUlcal. blsulation ( for temperature up to 630'C ) ·SpecifiCation for lIeel sbeet pilillJ sections, 1Specification for crude coal tar for aeneral uao( .«0IIII,..,I.i""), lSpecification for coal-baled DapRtu (j;,sr ,..,111"" ), ISpecification for road tar ( _iud), USpecificationfor coal tar pitcb ( r"I••d ). O'ISO 0'1<16 0'269 0'288 0'079 O ' I ~ 0'279 0'368 0'040 0'070 0'125 O'OoW 0'039 0049 0'063 m 0.<483 O'MI 0'811 O ' ~ I 4925 65'37 82'70 55'20 .7. 2600 16.10to 1920 28SOto H60 2240 2190 2880 4COO 2590 2400 to 26°0 2640 to 2800 25'SO 15'70 to 18'85 27'95 to 29'0' 21'95 21'SO 28'2' 39'25 2NO 23'" to 26'40 2"90 to 27'.' 15'70 18'8' 28'25 2 1 ' ~ ' to 23'" 20'40 to 23'" 23'55 to 2''90 26'70 7'8' 10 II'00 25'90 21'95 to 2 3 ' ~ 27'" 26'" 1600 1920 2880 2 240to 2400 2080 to 2400 2 400 to 2640 2720 800 to 1120 2640 2 240to 2400 2800 2700 .. 1010 1010 1010 1010 1010 1300 to 2400 1 ISOto 2000 ISOto 12'" to 23'55 11'30 to 19'60 1'" to 2'95 300 .. Up 3010 to 4000 401010 5000 2000t035OO to 3000 Up 29'SO to 39'20 39'30 to ""00 19'60to oW'30 to29'4O .. •• ( C""''''-') 25

  29. IS : 87S ( Part 1 ) • 1987 TABLE 1 UNIT WEIGtiT OF BUILDING MATERlALS-ColUd MATPIAL NOMINAL SIP OR THICKNESS mm (I) (2) Wl!lGlfTlMASS r-- kN (3) 18'35 to 23'25 -A ~ per (5) m' kl (4) SO, 5J, J 870 to 2370 T ~ r r " C o l t a T ~ " Q % Z O Pavin. Cast partitions ml In 40 0'24 0'93 24 95 52 T i / ~ 1 Manaalorc plattern ( S ~ ~ IS : 654-1'972-) Polystyrene wall tiles ( N 53. TI",IN, Typical Jndian timbers ( SH IS : 3 9 9 · 1 9 6 3 ~ ) Allaia Aini Alder Amari Amla Amra An)an Arjun Ash Axlewood BaOOI Baen Bahera Bakota Balasu Ballqi Banati Bentcak Ber Bhendi Bijual Birch Black chualam Black locUit Blue lum Blue pine Bola Bonlum Bullet wood Caauarina Cdti. Champ Chapluh Chat;an Chileras.y Chitauni Chilla Chir Chu.lam: Black White ( silver Ifey-wood ) Cinnamon Cypreu Debdaru Deodar Devdam Dhaman: G ' ~ i a lillO/DUll G'flWlaHlti," Dhup Dilenia .Specification for clay rooftnl tiles. Manplore pattern ( ,.ctJlld,,,,81.). tSpecific:ation for polyltyrene wall tiles. tClassification of commercial timbers and their zonal clistribution ( ,.,1..). 0'02 to 0'03 2to 3 Til" ml 99><99 148" x 148" 0'013 O'OJ3 J'35 )'35 ~ rs: 3463·1966t ) !II' 8'34 5'83 3'61 6'13 785 4'41 8'33 7'99 7'06 8'82 7'70 7'70 7'99 4'21 7'55 l1'J3 4'41 6'62 6 ' ~ 1 7'55 1'85 6'13 7'85 8'34 8'34 5'05 642 5'20 S'78 8']4 6'42 4'85 5'05 4'07 6'62 "42 7'SS 5'64 8.50 595 370 625 800 450 8SG ; ~ ~ 900 185 785 8J5 ·UO 770 J US 450 675 705 770 800 62S 800 850 8 ~ O SIS 655 530 895 8S0 6" 495 515 415 675 655 ItOO 575 800 705 '55 515 640 545 720 7'85 6'?1 642 5'05 6'28 S'35 7'06 185 155 65' W 7'70 7'tiC) "42 6"13 ( COif""".)

  30. IS : 875 ( Part 1 ) • 1987 TABLE 1 UNIT WEIGHT OF BUILDING MATERIALS-Collld NOMINAL SIZE OR THICKNESS mm (2) MATERIAL WEIGHT/MASS r-- - - - - ' ~ ka (4) 560 8'\5 530 8S0 465 450 675 S15 7 ~ S 610 41S 720 415 770 785 450 675 595 78S 6JO 7J5 7 3 ~ SIS 915 640 400 865 1065 850 595 785 625 SIS 575 800 495 SIS 6S5 415 675 595 8S0 81S 640 545 945 400 S9S 1 J05 59S 625 1010 SIS 770 640 99S 880 785 530 90S 11S0 480 640 S4S SIS 850 755 kN (3) S"49 8"19 S'20 8'33 4'S6 4'14 6'62 s'OS 7'40 S'98 4'07 7"06 4'07 7'55 770 4'41 6'62 5'84 7'70 5'98 7'21 7"1 S'05 8'97 6'28 3'92 8'48 10'3S 8'33 5-83 7'70 6'13 S'05 5"63 7'85 4'85 5 OS 6'42 4'07 6'62 5'84 8'34 7-99 6'28 5'34 9'27 3'92 5'83 10'84 585 6'13 C)·(o 5'05 7 S5 6'28 9'76 8'63 770 "20 976 11"28 4'71 6'28 5'34 51>'5 8'33 7'40 per (5) rn' (I) Dudhi Ebony Elm Eucalyptus Figs Fir Frash Gamari Gardenia Garuga Geon Gluta Ooku. Grew,« sp. Gurjan Gutel Haldu HathipaiJa Hrwar Hollock Hollong Hoom Horse chestnut ImJi Indian Chestnut Indian Hemlock Indian Oak Indian Olive Irul Jack Jaman Jarul Jathlkai Jhmgan Jutili Kadam Kaal Kaim Kambh Kanchan Kanjuj Karada Karal Karani Karar Kardahi Karimgotta Kasl Kasum Kathal Keora Khair Khasipine Kandal Kokko Konioo Kuchla Kumbi Kurchi Kuruna Kusum Kuthan Lakooch Lambapatti Lampati Laurel Lendi Mac1liluI: Gamblei Macrantha Mabaruk.b s-es "20 4'07 SI5 5lO 415 •• ( COlllmllrd) 27

  31. IS: 875( Part 1 ) -191'7, TABU. UNIT WBICHT0' BUILDING MATBRIALI- CtNfIti NoMINAL SIll o a T H ~ MATERIAL WIIoHT/MA. • Ita (4) 675 915 575 320 ~ mm (2) ItN (3) 6'62 8'97 5'64 3'14 4'41 ~ (1) MahOiany Mahua Maina Makai Malabar neem M ~ .f 4 ~ 7'40 5'64 9'76 9'12 7'99 6'62 7'21 6'77 7'70 9'27 5'49 5'05 8'48 7'06 7'06 5'98 6'28 3'28 8'48 5'84 6'13 8'97 (1'13 $oR3 6'77 6'42 4'41 3'78 5'98 8'48 10'R4 JI'33 8'19 4'71 8'48 5'64 8'97 8'34 9'41 "40 W 3"8 6'28 3'92 7'21 6'28 7'70 4'71 2'6$ "41 5'64 2'09 (1'28 5'OS 2'$0 3'14 "40 ''''1 5'83 5'" 5'98 7'06 6"1 4'22 "33 755 575 !it'S 930 815 675 735 690 785 94S 560 51S 86$ 720 720 610 640 335 865 S9S 625 915 625 595 6'0 tlSS 450 385 610 865 1105 1'US 835 480 86S 57S 915 8SO 960 7$$ m 385 640 400 735 640 785 480 270 960 515 305 640 SIS 2S5 320 7$$ 960 595 575 610 720 70S 4:lO ISO Maniawaa Maple Melua Milia Moltha Mulberry Mullilam Mundani Munenaa Myrabolan Narikel Ne4unar Oak Padault Padri Palana Pali Paplta Parrotia Pertian lilac Piney Pin, Pinul inaianla Pipli PitraJ POOII poplar Pula Pyinma Rajbrllth Red landera Rohini Rosewood (black wood) Rudrak Sal Salal Sandal_ocI Sandan Satin ~ SaykaraoJi ~ .... .... of 5emlil SII"er CNIIt Sirla Kala-alril Sared-llril Si_ Spruce Sujl Sundrl Talauma Tanaltu Teak Toon Uclal Upal Uriam Valtal Vellaplne Walnut White hom"" Whitecedar Whitechualam (111_ar.-wood ) White dbup Yon !'an-TIle unit of tlmllen-tll\lClD4to....1lIIltwelIbtoftJPlcaI b1d1aa tlmbln at 12pucetIt mol 54, "'..", FR. salt 10 .. .f .. .. ... .... 1«0 1025 ' ~ I ~ 55, WMi-W,..I.'It/'.... 10'05 O'ost , 2i

  32. IS : 875 ( Part J ) - 1981 3. BUILDING PARTS AND COMPONENTS 3.t The unit weights of building parts or components are specified in 1able 2. TABLE Z UNIT WEIGilTS Of BUILDING PARTS OR COMPONENTS NOMINAL SIZB OR THICKNEI! mm MATERIAL WEIGHT/MASS ... kl r---- kN ~ per I. Ceilings Plaster on tile or concrete Plaster on wood lath susf:l1ded metal lath and cement puter 1'3 cm 2'5 em 2'S em m' O'2S 0'39 0'74 2S 40 7S 2'S em susr.epded metal lath and Iypsum paster 0'49 50 2. Cem",' C o n ~ r ~ t ~ t Plain (In 20'Cement concentrate, plain'in Table 1 ) 3. Cnnmf Conerete, Reinforced ( see 21 'Cement concrete, reinforced' in Table 1 ) ( s" 28 'Felt 4, D a m p . P , o o ~ bituminous for waterprooflnl and damp·proofinl' in Table I ) 5. Earlh Filii", ( lie 45 'Soils and lravels' in Table 1 ) 6. Finish''', ( see also 'Floor finishes' liVeD under 7 'Floorinl' and 8 'Roolio.' in Table 1 ) Aluminium foil Plaster: Acoustic Anhydrite Barium sulphate Fibrous Gypsum or lime Hydraulic lime or cement Plaster ceiliDl on wire nettin. NOTE - \\'ben wood or metal 'atbina is used, add Nelliaible 10 10 10 10 10 10 10 ml 8 0'08 0'21 0'28 0'09 0'19 0'23 0'26 21 29 9 19 23 21 6 0'06 7. F!otH'lng Asphalt ftootin, Non - Compressed cork Floors, structural: Hollow clay blocks includinl rein- lOr'cementand mortar jointina bet- weeD concrete toppin, 22 21 4 10 10 to 0'22 0'26 0'04 For macadam 6 D i s ~ add )'47 1'67 1'86 2'16 2'5' ISO 170 Iq() 220 2lJO roo ISO 175 200 J25 but excludina any b l o c k l ~ Non - Add extra for concrete toppi", Hollow clay block. lncludinl rein- forcement and concrete ribs between blocks, but excludiDI any concrete toppin, 1'18 1'21 )·37 J'47 I'S7 1'76 1'96 120 130 1«) ISO 160 180 200 115 125 roo 140 150 175 200 Non - Add extra for concrete toppinl. ( COllI/liMed ) 29

  33. IS: 875 ( Part I ) • 1987 UNIT WEIGHTS OF BUILDING PARTS OR COMPONENTS NoMINAL S,ze OkTH'C'ICNESS mm r L230 {ii { 22 28 Weillht ormaslic used in layinll wood block f10Grinll NOTE - All Ihicknes.es are 'finished thicknesses', Floor finishes: Clay floor tiles ( see IS : 1478·1969" ) TABLE 1 ColI/d WE'"HT/JI,fASS MATfRlJo\L r---------------"-------------, kN k, per 1-67 1-96 2'16 2-1$ 2'6$ 3-14 Hollow eonerere any concrete toppinll necesoary for c;onstruclional purposes 170 200 220 240 270 320 units includinll ml r'OO 12$ so 175 1200 Floors, wood: 0-16 O ' ~ O 0-11 0-13 0'01$ 16 20-$ II 13-$ 1-$ Hard wood Soft wood 12-Sto 2$'4 0-2 0'10 10 1010 20 NOTE - lICfCedin" M;f,nesium oxychloride: ormallype ( saw dust filler) Heavy duly Iype ( mineral filler) P:tfloorin, R r ( . ~ e IS : 809·19701') This wei,hl is 'as laid' bUIexcludes 10 10 14-$ 22 810 12 4'910 6-3 7'110 9'$ 9'510\32 $7010720 24 0'142 0-216 008 to 0'04810 0'07010 0-09310 S'54 10 0-23 J3'2 L 6-4 0'12 0'062 0'09 0'130 7-06 4-8 " ml Terra cotla, filled 'as laid' Terrazzo pavinll'as laid' m' \0 I, Roo/in, Asbestos cement sheelin, ( _'" 'Asbestos cement sheelin,' in Table I), Allahabad tiles ( sin,le) includin, ballen. ( ,'" NOle below) Allahabad tiles ( double) includin, lIanens ( . ~ ~ NOle below) Country Iilet(sin,le ) wilh battens ( . , ~ NOle below) Counlry liles (double) wilh battens ( . , ~ NOle below) Manplore liles wilb banens ( ,'H Nole below) Manlalore tiles bedded in mortar over flat tiles ( see Note below ) ManJIIlore Iiles with t1at lilet ( _ Note below) Copper sheel roofin, includin, laps and rolls Flat Roofs: Clay liles bollow ( . ~ ~ 7 'Floorin,' in Ihis table I Concrete hollow preeasl ( . ~ e 7 'Floorin,' in Ihis lable ) Galvanized iron sheetinl ( ,r" 39 'Metal sheelin" ptolecled' in Table II Olazed Roofin,: Ofazinl with aluminium alloy ban for .pan. up to 3 m Olazin, wilb lead·covered lleel bars al 0'6 m cenlres States on baltens Thalch with hatlens NOTl! - wei,hls normarto the roof.urface. ·Speciftcation for clay floorin, tilet (1i,1I ,,,bloll ), fSpecificalion for rubber floorlna malerials for ,eneral purposes (lim mis/OIl ), 0'83 8$ 1'67 170 0-69 70 120 1'18 0'64 6S 110 0'78 80 0'08 0'10 0'$6 0-72 8 { 10 0'19 0'2$ 10 0'28 6'4 26 to 29 O')4,.to 0'49 0'34 to 0'49 3$ 10 $0 3$ 10 SO Wei8hls &elina vertical" on horizontal projection to be multiplied by cosine of roofan,le to ~ b t a l n 30

  34. IS · 875 ( Part 1 ) - 1981 TABLE Z UNIT WEIGHTS OF BUll DING PARTS OR C Cuntd O M P O N ~ N T ' " WnC,UT/\f , , ~ , - - N O ~ t 1 N OK. TIiILKNESS mm MATPRIAL \L SUB ~ - - - - - - - - - ~ - - - - - - - - - ~ kN kg per Roof fimshes Bitumen mecadam Felt roofing ( see 28 'Felt, bitummous for water-proofing and damp-proofing" In Table 1 ) Glas,sllk QUilted Lead sheet Mortar screedIna 10 10 022 0008 ml 22 08 OS 08 10 005 001 021 ~ 7 21 6012.J971- ) Wal/mg( IS 9 Autoclaved reinforced cellular concrete wan slabs Clclc;sA Class B Llass ( C l a s ~ D Class I:. Brick masonry ( fee 36 'Masonry, brick' In Table I ) Concrete bloc..ks ( see 11 'Block' In Table 1 ) Stone masonry stone' III Table 1 ) Partitions Urick wall Cinder concr te Galvanized I on sheet Hollow ata,,;) block ( bricks ) Hollow blocks per 2eO MID of thick- ness Ballast or stone concrete ( lay Chnker concrete Loke breeze concrete D raromaceous earth Gypsum Pumice concrete Slag concrete, air-cooled Slag concrete foamed Lath and plaster Solid block .. per 20 mm of thIckness H a l l a ~ t or stone Clinker concrete Coke breeze eoncrete Purnu,e concrete Slag concrete. foamed Terrazzo cast partitions Trrnbc r ~ t u d d l l \ 1 plastered ml 835 7 l ~ 6U to 540 to 440 to to to 850 to I 000 7 ~ O t o 650 to 550to 4S0 to 980 8 35 1 3S 615 S 40 SSO 750 6"0 SSO ( s ~ e 37 'Masonry. 100 75 ml 1 C)1 111 1 195 115 15 90 0 ~ 100 088 20 20 20 20 20 20 20 20 20 20 ~ 205 225 18 9S 14 18 20 19 40 0201 0201 0220 9 176 00." o 111 0177 o IlJ6 0186 0192 20 20 20 20 20 40 46 305 ""25 225 25 S 95 100 0451 0100 o :!2t o :!21 0250 0912 9981 For unit weIght of fixtures and fittings n.. quired to bUildings mcluding burlder's hardware, reference NOT!: - may be made to appropriate Indian standards ·Speclficatlon for autoclaved remfon.. ed cellular concrete wall slabs, 4. STORE AND MISCELLANEOUS MATERIALS matenals intended for dead load and other general Appendix A. calculations given purposes are ID 4.1 Units weights of store and miscellaneous 31

  35. IS : 875 ( Part 1) • 1987 - APPENDIX A [Clauses 1.1.1 (Note) and 4.1 ] UNIT WEIGHTS OF STORE AND MATERIALS M L ~ C E L L A N E O U S WEIGHT/MASS A MA1ZRIAL ANaL! 0' FRICTION. DEGREES ..... ,..---- kN/m' kglma I, Agricultural aM Food Prodllcls 860 560 750 300 590 500 225 to 600 12S 350 8.4S 5'SO 7'35 2'9S 5'80 4 ' ~ ' 0 2'20 to 5'9l) 1'25 3'45 Butter Coffee in balS Drinks in bottles, in boxes Eaas, packed Eats, oil Fish meal Flour in sacks up to 1 m helSht FOfale ( bales ) Fruits 45 Grains: Barley Corn, shelled Flax seed Oats Rice Soy&beans W h ~ a t Wheat flour Grain sheaves up to 4 m Itack hei.ht Grain sheaves over 4 m stack beilllt Grass aDdclover 690 770 7S0 540 670 750 8:-0 700 100 ISO 350 27 27 30 30 31 30 28 30 30 30 6'7S 7'5S 7'35 S'30 655 7'35 8'1S 6'85 0'98 1'45 3'4S Hay: 1-65 0'69 J4-10 170 70 J 440 Compressed loose up to about 3 m stack heiaht HoneY Hops: In lacks In cylindrical hop bins Sewn up or compreued in cylindrical shape in hop cloth 170 470 290 1'65 460 2'85 Malt: Crushed Germinated Meat and meat productl Milk Molasses Onion in bap Oil cakes, crushed Potatoes Preserves ( tins iDcases) 400 190 720 1025 4SO 5S0 590 720 500 to 800 3'90 1-85 7'05 10-05 4'40 5'40 5-80 7'05 4'90 to 7'85 20 o o 30 Salt: ::ft Seeds: Heaps Sacks Straw and chaff: loose up to about 3 m staclthciaht Compressed Supr: 720 960 7'05 9'40 30 4-90 to 7'85 3'90 to 6'85 SOO to 800 400 to 700 25 4' 0'4' 1'65 170 Crystal Cube $upr in boxes Su,ar beet, pressed out Tobacco buodIea Vineaar 30 7'35 7'85 7'85 3 ' 4 ~ 10-40 7S0 ROO 800 350 t 080 32

  36. IS : 875 ( Part 1 ) • 1981 WEIGHT/MASS - - . MATERIAL ANGLE 0' FRICTIUN. Dl:GkEES r - - - - - A - . - - - ~ kg,'m- kN/ml 2, Cltrm;ca!.rand Allied Materiab Acid. hydrochloric Acid, nitric 91% Acid. sulphuric 87% Alcohol Alum. pearl. in barrel Ammonia, liquid Ammonium chloride, ~ r y l t a l l i n e Ammonium nitrate Ammonium sulphate Beeswax Benzoic Benzene hexachloride Bicarbonate of soda Bone Borax Calcite Camphor Carbon disulphide Casein Caustic soda Creosote Dicalciurn phosphate Disodiurn phosphate Iodine Oils in bott. es or barrels 11'75 14'80 17'5S 7'65 5'20 8-RS 8'IS 7'OSto 7'OSto 9'00 9'40 8'90 8'75 6'40 ]8'65 17')5 26'50 9'70 12'75 13'25 13'85 10'50 6'65 3'<)() to 4'80 48'55 5-70 to 1200 1 510 1 790 780 SJO 900 8JO 720 to 1000 72010 9Z0 960 910 890 6 ~ 0 I 9('0 17S0 2700 990 1 300 1 350 1410 1070 6'80 40010 49SO S80 to 910 30-40 9'80 25 32-45 45 30 45 3().4S 490 8'90 Oil. linsee«: In barrels In drums Oil. turpentine Paints Paraffin W3X Petroleum Phosphorus 5'70 7'OS 8'SO IJ'40 7'85 to 9'90 1785 S80 720 865 960 800 to 960 1010 1 820 9'40 Plastics: Cellulose acetate Cellulose nitrate Methyl methacrylate Phenol formaldehyde Polyst ryrene Polyvinyl Chloride ( Perspex ) Resin bonded sheet U rea formaldehyde Potash Potassium Potassium nitrate Red lead. ury Red lead, paste Rosin in barre), 12'25 to 13'35 13'25 to 15'70 11'60 12'55 10'40 11'75 to 13'25 12'85 to 13'55 0'25 to 13'55 14'40 8'65 9'90 20-70 87')0 6'75 1 250 to 1360 1 JSOto 1 600 1 18S 1 280 1060 1 200 to 1350 1 310 to I 380 I 350 to 1380 1470 880 1010 2 110 8900 690 Rubber: Raw Vulcanized Saltpetre Sodium silicate in barrels Sulphur Talc V a m i ~ h e s Vii riol, blue, in barrels 960 930 8'90 to 9'40 8'90 to 9'10 9'91 8'35 20'10 27'45 9'40 7'OS 910 to 910 to 1010 8 ~ 20S0 2800 %0 720 3. Fwls 6'8S 7'85 700 800 Brown coal Brown coal briquettes heaped 35 33

  37. IS : 87S ( Part I ) - 1987 WFIC"iHT/MASS ANc.ll! Of FRICTION. DE(,RI-ES MATERIAL ,--_____ .A._ - - - - - - ~ kN/m' 12'75 kg,'m' 1 300 Brown coal briquettes. stacked Charcoal Coal: Untreated, mine-moist In washerres Dust All other sorts Coke: Furnace or ,as Brown coal, low-temperature Hard, raw coal Hard, raw coal, mine-damp Diesel 011 Firewood, chopped Petrol Wood,lD chips Wood s h a v l n l ~ t loose Wood shaVings, shaken down 2'95 300 9'RO 11'75 685 S'35 35 0 25 3 ~ 1000 1 ~ n o 700 850 4-90 9'80 836 980 Soo 35 3S '5 3S J 000 8cO 1000 940 1,,0 6 7 ~ I 9 ~ I 4S 245 960 400 6f)O :!OO 150 250 0 45 0 45 34\ 35 4. Manures Animal manures: Loosely heaped Stacked dung. ue to about 25m stack height ArhficlaJ manures II 75 1765 4") 45 1 :!OO 1 HOO II 75 12eO 24·30 5, Metals and AI/I)Ys Alumanium Ca,t Wrought snee: per mm of thickness per m' 2 ~ 30 to 26'60 25 90 to 0028 2580 to 2710 2640 '0 2800 28 2745 Antimony. pure: Amorphous Solid 6:l-QO 65'70 6210 6700 ~ Bismuth: Liquid Solid Cadmium: Cast WrOulht Calcium Chromium 9807 9502 10()(O q 6l,Oto 99(0 to 9 7 0 ~ to 84-0S 81 7 ~ 8S 03 ].5 60 63'95 8 ~ 4 0 to 8570 8670 ] 59C') 652010 6730 to 66-00 Cobalt: Cast Wroulht 8490 to 8680 0 ~ O 83 25 to 85 JO 884S 9 Copper: Cast Wrought Sheet per mm or thickness 8790 to 8940 8840 to 8 '->40 8"7 8620 to 876S 86'70 to 87'65 009 Gold: Cast Wrought J9 250 to 19 330 19330 188-7S to 189-55 18955 Iron: PI. Grey, cast WhIte, cast Wroulht 7200 7010 to 7 110 7 580 to 7720 7700 7060 68 9 ~ 7435 10 75-70 75 SO to 6990 34

  38. IS: 875 ( Part I ) • t987 MATHRIAL ANtIll! O. FMICTION, o E(.JREI:.S WEIGHT/MASS _.A..________, kglma kN/rd Lead: Cast LIquid \\ rought Sheet per mm of thllkness Magnesium M a n l a n e ~ J1120 JOS00 Jl140 Oll 11340 10710 11160 II J 680 to 1 750 74()() 136( 0 8 280 to 8890 21440 1645 to 17 U 72 ~ 5 131 15 8120 to 210'25 e Mercury Nickel Platinum 87-20 Silver' Ca,t Liquid Wrought 1020 91 15 101 35 to 1035.5 10400 to 10490 9 SOO 10 540 to 10 560 to J02t8.5 Sodium: 9JO 930 930 950 Liquid Solid 18830 18045 19200 18400 Tungsten Uranium z.ee Ca't \\ rought Sheet per mm of thickness 7010 to 7 160 7 J90 7 6895 70 "0 007 to 7020 Alloys: Aluminium and copper Alummium l00{. cor-per 9 ( ) 0 ~ Alurmruum 5%, copper 95% Alurmmurn 3%. copper y r ~ All mrmurn 9 1 ~ ~ . 71n",~ ~ Babbu metal (tin 9 0 o ~ , lead sex., copper 5% ) Wood'v metal (bismuth 500-10. lead 25%. cadmium 12 S o ~ . tin 12 5 ~ ~ ) 1690 8360 8680 2800 7310 7 ~ 40 8200 85 10 27 4 ~ 71 70 9690 9S 00 Brasses' Muntl metal (copper 60%, Zinc ~ O % ) Red ( copper 90%, zinc 10% ) W h l t ~ ( copper 50%, zinc S O O ~ ) 8220 8060 85<;0 8190 8425 8030 Yellow ( copper 70", zinc 3 0 0 ~ ): Cast Drawn Rolled 8440 8680 8 SSO 8275 8S 10 8385 Bronzes: Bell metal ( copper 80%. nn 20%) G un metal ( copper 90%. tin 10%) Cadmium and tan 8730 8560 8780 8610 7690 7540 German Silver: Copper S2%, Zinc 2 6 ~ . , nickel 22% Copper S9%. zmc 30%. nickel 11% Copper 63%. ZlDC 30%, nickel 7% 8440 8275 8330 81 70 8300 8140 Gold and Copper: Gold 98%, copper 2% Gold (,0%, copper IC" 18840 17ISO 184'75 168 20 3S

  39. IS: a7S ( Part 1 ) .. 1987 WEI(i1f1 M A ~ ~ MATERIAL ANGLIO' FIlICTION, DEOREts rr:> - -- -_. _....-- kN m' - - ~ kg m:l Lead and TID: Lead 87 5 ~ , tin 12 ~ o ~ Lead 305%. lin 69 S o ~ Monel metal cast ( nickel copper 3<>-Jt. ) Steet: Cast Wroulht mild Black ptate per mm or thickness Steel sections ( see 46 'Steel sections' in Table I ) 10 ~ 9 0 8 2711 8 ~ 7 0 101 R' ~ J 8'7oo 10 7 0 ~ " . 7100 76.'$" oUl\ 7 $,SO 7lUO 8 6. MilC'ellaneolls Malerials Agreaate. coane Ashes, coal, dry, 12 mm and undcr Ashes, coal, dry, 75 mm and undcr Ashes, coal, wet, J2 mm and under Ashes. coal, wet, " Asphalt, crushed. J2 mm and under Ammonium nitrate. prall. Bone Books and f j l e ~ . c;taeked Calcium ammonium mtrate Copper sulphate, ,round Chalk Chmaware. earthenware. stack ed ( includin, cavlnes ) Chnker, furnace, clean Dlammonium phosphate Double salt ( ammonium sulphate nitrate) Fillina cabmets and cupboards with contents, in records offie_, libraries. archive, Flue dUlt, boiler house, dry Fly ash, pulverised Glass: Olas-.. solid Wool In sheets Olue Gypsum, calcined. 12 mm and undcr Gypsum, calcmed, powdered Gypsum, raw, 25 mm and under Hides ~ t i e d } Only areen Ice Leather put in rows Lime, sround. 3 mm and under Lime. hydrated. 3 mm and under Lime, hydrated, pulverized Lime pebble Limestone, 8arJcuhural, 3 mm and under Limestone, crusbed Limestone dust Malnesite. caustic, in powder form Ma.nesite. sinter and maanesite, Iranular Phosphate. rock. pulverized Phosrhate rock Phosphate sand Pota\slum carbonate Potassium chloride, pellets Potassium nitrate Potassium siliphate Pyrites. peJlt IS 1080 to 15'70 ~ ~ O to , 10 705 to 1'85 7 OS to 7 ' O ~ 3 5Sto 18 ftS 8 JS 980 117S 21'95 1080 I 100to I 6O(J ~ 6 0 10 <flC) h' 7 ~ 0 to Hm 7:!O to 7:'0 '\flO to 1 9C'O H ~ I 1000 1200 2 :!40 1100 )0 40 ~ 6':m 6''\() MS 645 ~ O 52 SO J().45 27 mm and under 7 85 ~ O O 8-3S 8 ~ 0 28 30 800 80010 865 720 to 9S0 30 2q 34 "85 ' 8 ~ 7 OSto 9'30 to 8"0 S90 6C0 5'50 to ,-OS s SO to 7'0' S60to 720 560 to ;>30 720 2:-'so to 26'70 0-16 to 25 SO 12'55 860to 9-40 9'40 to 12'55 14'10 to IS'70 2400 102 720 16 to 2600 I 280 889 to 960 to 1280 144Oto 1600 1'18 120 960 40 45 30-45 880 8'6' 890 7-S5 9'40 6'30 500 to 8'25 to 10'60 910 800 960 640 510 to 640 840 to 1080 :>4' 3045 30·45 ;>45 3O-4J 6'30 8'75 890 J 35' to 1440 880101520 8eO 13'30 to 14'10 8'65 to 14'90 "85 30-45 38-45 2000 19'60 9fiO 9'40 11'75 to 1 ~ ' 3 5 1410 to 15'70 7'95 18'85 to 20'40 4'85 6"5 to 7'45 18'8' to 20"40 40-52 30-45 ~ O - 4 5 30-4' 30-45 ;>50 1 200 to 1 360 1440 to 1 600 810 1920 to 2080 495 670 to 1920 to 2080 760 4' 30-4' 36

  40. IS: 875 ( Part 1 ) - 1917 WlrollT/MAss ANOLE 0' FRICTION. DBOREES MATIIlIAL r-- A tN/m' Ita/m' 5'80 to 9'90 590 to 1010 Pumice Rubbiah: BuiJdina General Salt, common. dry, coarse Salt, common, dry, fine Salt cake, dry, coar. Salt cake, dry, pulverized Sand, bank. damp Sand, bank, dry Sand, silica, dry ~ ' f c : : = \ . I " " ' ' ' Soda ash, heavy Soda a.h,'Ii,ht Sodium nitrate, ,ranular Sulphur, crushed, 12mm and under Sulphur, 76 mm and under Sulphur, powdered Sinllo superphosphate ( S,S.P. ), Iranulated SI&I,furnace, crushed Steel,oods: Cylinders, usually storeel tor carbonic acid, etc Sheets, railway railS, etc, usualIy stored Trisodium phosphate Triple luperphosphatc Turf Urea, priUs J 410 645 640 to 1020 1 120 to J 280 1 360 1 140 to J 360 1 760 to 2080 t 440 to 1 760 1440 to 1 600 160 4 ~ 0 880 to I 040 480 to 1 120 to I 280 800 to 880 to 1 360 800 to 780 to 13'80 6'30 6'JO to 1000 1tOO to 12'55 13'3S 11'20 to 13'35 J7'25 to 20'40 J4'I0 to 17'25 14'10 to 1"70 1'57 4'40 8'65 to 10'20 4'70to 6'00 11'00 to 12'55 7'85 to 8'25 8'6S to 13'35 7-85 to 9'40 7'65 to 30-45 30-45 30 Vi 4S 30 30-35 :\0 30-45 35 37 24 610 840 35-45 32 30-45 960 840 37 8'2S 1520 35 14'90 1410 13'80 44'00 4490 960 800 to 2910 to 5810 650 30-4S 30-4.5 9'40 7'85 to 2'SS to "70 6'40 8-65 880 23-26 3040 2700 1400 29'80 26'50 13-85 Antimony Ferrous sulphide Ferrous sulphide ore waste arter roastin, Iron ore, compact storin. Maanesium ore 3040 2000 29-80 19-60 T ~ x ' l k s , Papn alJdAIIi«l Mat".lal, Cellulose in bundles Cotton, compressed Flax, piled and compressed in bale. Furs Jute in bundles Paper: In bundles and rolls Newspapers in bundles Put in rows Thread in bundles Wood, compressed 8, 7S0 J 300 300 7'35 12'75 2'95 S,oO 6 ' 8 ~ 910 700 700 400 1100 SOO I 300 6-85 3'QO 10-80 4'90 12'75 37

  41. Bure•• of Indian Standards BISisastatutoryinstitutionestablishedundertheBureauofIndianStandardsAct, 1986to promotehannonious developmentof the activities of standardization, markingand quality certificationof goods and attending to connectedmatters in the country. Copyright BIS has the copyright of all its publications.No part of these publicationsmay be reproduced in any fonn withoutthe priorpermissionin writingof BIS.Thisdoesnotprecludethefreeuse,inthecourseof implementing the standard,of necessarydetails,such as symbolsand sizes,type or grade designations.Enquiriesrelatingto copyright be addressed to the Director(Publication),BIS. Review of Indian Standards Amendmentsare issuedto standardsasthe needariseson the basisof comments.Standardsare also reviewed periodically;a standardalong with amendmentsis reaffirmedwhensuchreview indicatesthat no changesare needed;if the review indicatesthat changesare needed, it is taken up for revision.Usersof Indian Standards shouldascertainthattheyareinpossessionof thelatestamendmentsoreditionbyreferringtothe latestissueof 'BIS Catalogue' and 'Standards: MonthlyAdditions'. Amendments Issued Since Publication Dateof Issue AmendNo. TextAffected BUREAU OFINDIANSTANDARDS Headquarters: ManakBhavan,9 BahadurShahZafarMarg,NewDelhi110002 Telephones: 23230131,2323 3375,2323 9402 Regional Offices: Central : ManakBhavan,9 BahadurShahZafarMarg NEWDELHI 110002 Eastern Telegrams: Manaksanstha (Commonto all offices) Telephone {2323 7617 23233841 : 1/14C.I.T.SchemeVIIM.V.I.P. Road,Kankurgachi KOLKATA 700054 : SeQ 335-336, Sector34...A, CHANDIGARH ]60022 {23378499,23378561 23378626,2337 9120 60 3843 609285 Northern { : C.I.T.Campus,IVCrossRoad,CHENNAI 600113 Southern {2254 1216,2254 1442 22542S19,22542315 : Manakelaya, E9MIDe, Marol,Andheri(East) MUMBAI400093 : AHMEDABAD. BANGALORE. BHOPAL. BHUBANESHWAR. COIMBATORE. FARIDABAD. GHAZIABAD. GUWAHATI. HYDERABAD. JAIPUR. KANPUR. LUCKNOW. NAGPUR. NALAGARH. PATNA.PUNE.RAJKOT. THIRUVANANTHAPURAM. VISAKHAPATNAM. {2832 9295,28327858 28327891,28327892 Western Branches Printed at Simco PrintinlPress, Delhi

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