Contents
  1. IS 875 ALL IN ONE
  2. List of referred Indian Standard Codes for civil engineers
  3. CIVIL ENGINEERING STUDENTS: IS PART 1
  4. Is : 875 ( Part 2 )

“Knowledge is such a treasure which cannot be stolen”. IS (Part 2) (, Reaffirmed ): Code of Practice for Design Loads (Other Than Earthquake) For. IITK-GSDMA-WindV IITK-GSDMA-WindV Final Report:: B - Wind Codes IITK-GSDMA Project on Building Codes IS: (Part3): Wind Loads on. IS ALL IN ONE - Ebook download as PDF File .pdf), Text File .txt) or read book S trict conform ity to loading standards recom m ended in this code.

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Is 875 Code Pdf

IS (): Code of Practice For Design Loads (Other. Than Earthquake) For Buildings And Structures, Part 5: Special Loads And Combinations [CED . IS (pdf), , Code of Practice for Design Loads (Other than Earthquake) for Buildings and Structures - Part 3: Wind Loads (IS Part. IS (): Code of Practice For Design Loads (Other. Than Earthquake)For Buildings And Structures, Part 1: Dead. Loads - Unit Weights of Building.

A building has to perform many functions satisfactorily. Amongst these functions are the utility of the building for the intended use and occupancy, structural safety, fire safety; and compliance with hygienic, sanitation, ventilation and daylight standards. The design of the building is dependent upon the minimum requirements prescribed for each of the above functions. The minimum requirements pertaining to the structural 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 recommended in this code, it is hoped, will not only ensure the structural safety of the buildings 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.

Foam slag, foundry pumice Glass Gutters, asbestos cement Gypsum Iron Lime Linoleum Masonry brick Masonry, stone Mastic asphalt Metal sheeting, protected Mortar Pipes Plaster Sheeting Soils and gravels Steel sections Stone Tar, coal Thermal insulation Terra cotta Terrazzo Tiles Timber Water Wood-wool building slabs 3.

Ceilings 2. Cement concrete, plain 3. Cement concrete, reinforced 4. Damp-proofing 5. Earth filling 6. Finishing 7. Flooring 8. Roofing 9. Walling 4. Agricultural and food products 2.

IS 875 ALL IN ONE

Chemicals and allied materials 3. Fuels 4. Manures 5. Metals and alloys 6. Miscellaneous materials 7. Ores 8. Simultaneously, live load surveys have been carried out in America and Canada to arrive at realistic live loads based on actual determination of loading movable and immovable in different occupancies.

The unit weight of other materials that are likely to be stored in a building are also included for the purpose of load calculations due to stored materials. The unit weight of materials incorporated in this standard are based on information available through published Indian Standards and various other publications.

Side bar indicates modification of the text as the result of incorporation of the amendment. Schedule of unit weights of building materials first revision. Rules for rounding off numerical values revised. A m ongst these functions are the utility of the building for the intended use and occupancy, structural safety, fire safety; and com pliance w ith hygienic, sanitation, ventilation and daylight standards.

T he design of the building is dependent upon the m inim um requirem ents prescribed for each of the above functions. T he m inim um requirem ents pertaining to the structural safety of buildings are being covered in this code by w ay of laying dow n m inim um design loads w hich have to be assum ed for dead loads, im posed loads, snow loads and other external loads, the structure w ould be required to bear.

S trict conform ity to loading standards recom m ended in this code, it is hoped, w ill not only ensure the structural safety of the buildings w hich are being designed and constructed in the country and thereby reduce the hazards to life and property caused by unsafe structures, but also elim inate the w astage caused by assum ing unnecessarily heavy loadings. It included the provisions for the basic design loads dead loads, live loads, w ind loads and seism ic loads to be assum ed in the design of buildings.

In its first revision in , the w ind pressure provisions w ere m odified on the basis of studies of w ind phenom enon and its effect on structures, undertaken by the special com m ittee in consultation w ith the Indian M eteorological D epartm ent.

In addition to this, new clauses on w ind loads for butterfly type structures w ere included; w ind pressure coefficients for sheeted roofs both curved and sloping, w ere m odified; seism ic load provisions w ere deleted separate code having been prepared and m etric system of 3 IS : Part 1 - 1.

SCOPE 1.

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Asbestos Cement Pressure Pipes see under 41 Pipes in this table 9. Specification for unreinforced corrugated and semi-corrugated asbestos cement sheets second revision. Specification for lime based block first revision. Plaster Sheeting Soils and gravels Steel sections Stone Tar, coal Thermal insulation Terra cotta Terrazzo Tiles Timber Water Wood-wool building slabs 3.

Ceilings 2. Cement concrete, plain 3. Cement concrete, reinforced 4. Damp-proofing 5. Earth filling 6. Finishing 7. Flooring 8. Roofing 9. Walling 4. Agricultural and food products 2.

List of referred Indian Standard Codes for civil engineers

Chemicals and allied materials 3. Fuels 4.

Manures 5. Metals and alloys 6. Miscellaneous materials 7. Ores 8.

Simultaneously, live load surveys have been carried out in America and Canada to arrive at realistic live loads based on actual determination of loading movable and immovable in different occupancies. The unit weight of other materials that are likely to be stored in a building are also included for the purpose of load calculations due to stored materials.

The unit weight of materials incorporated in this standard are based on information available through published Indian Standards and various other publications.

Side bar indicates modification of the text as the result of incorporation of the amendment. Schedule of unit weights of building materials first revision. Rules for rounding off numerical values revised. A m ongst these functions are the utility of the building for the intended use and occupancy, structural safety, fire safety; and com pliance w ith hygienic, sanitation, ventilation and daylight standards. T he design of the building is dependent upon the m inim um requirem ents prescribed for each of the above functions.

CIVIL ENGINEERING STUDENTS: IS PART 1

T he m inim um requirem ents pertaining to the structural safety of buildings are being covered in this code by w ay of laying dow n m inim um design loads w hich have to be assum ed for dead loads, im posed loads, snow loads and other external loads, the structure w ould be required to bear. S trict conform ity to loading standards recom m ended in this code, it is hoped, w ill not only ensure the structural safety of the buildings w hich are being designed and constructed in the country and thereby reduce the hazards to life and property caused by unsafe structures, but also elim inate the w astage caused by assum ing unnecessarily heavy loadings.

It included the provisions for the basic design loads dead loads, live loads, w ind loads and seism ic loads to be assum ed in the design of buildings. In its first revision in , the w ind pressure provisions w ere m odified on the basis of studies of w ind phenom enon and its effect on structures, undertaken by the special com m ittee in consultation w ith the Indian M eteorological D epartm ent.

In addition to this, new clauses on w ind loads for butterfly type structures w ere included; w ind pressure coefficients for sheeted roofs both curved and sloping, w ere m odified; seism ic load provisions w ere deleted separate code having been prepared and m etric system of 3 IS : Part 1 - 1. SCOPE 1. Asbestos Cement Pressure Pipes see under 41 Pipes in this table 9.

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Specification for unreinforced corrugated and semi-corrugated asbestos cement sheets second revision. Specification for lime based block first revision. Specification for concrete masonry units: Part 1 Hollow and solid concrete blocks second revision.

Specification for fibre hardboards second revision. NOTE 3 Density of tempered hardboard varies according to treatment.

Is : 875 ( Part 2 )

The actual value may be had from the manufacturers. NOTE 4 All the three types of hardboards are manufactured to width of 1. Brick Chips and Broken Bricks see under 2 Broken bricks in this table Specification for gypsum plaster boards first revision.

Specification for wood particle boards medium density for general purposes first revision. Specification for low density particle boards first revision. Specification for high density wood particle boards. Specification for common burnt clay building bricks fourth revision. Cast Iron Pipes see under 41 Pipes in this table Cement see IS : Ordinary and aluminous Rapid-hardening

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