Is 3370 part 2

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Is 3370 part 2

The design and construction methods in reinforced concrete and pre-stressed concrete structures for retaining aqueous liquids are influenced by the prevailing construction practices, the physical properties of the materials and the climatic condition. To lay down uniform requirements of structures for the retaining liquids giving due consideration to the above mentioned factors, this standard has been published in four parts. The other parts in the series are: Part 1 General requirements Part 3 Prestressed concrete Part 4 Design tables This standard was first published in and subsequently revised in The second revision has been brought out with a view to keeping abreast with the rapid development in the field of construction technology and concrete design and also to bring further modifications in the light of experience gained while applying the earlier version of this standard. While, the common methods of design and construction have been covered in this standard, for design of structures of special forms or in unusual circumstances, special literature may be referred to or special systems of design and construction may be permitted on production of satisfactory evidence regarding their adequacy and safety by analysis or test or by both. In this standard it has been assumed that the design of liquid retaining structures, whether of plain, reinforced or pre-stressed concrete is entrusted to a qualified engineer and that the execution of the work is carried out under the direction of a qualified and experienced engineer. The concrete used in liquid retaining structures should have low permeability. This is important not only for its direct effect on leakage but also because it is one of the main factors influencing durability, resistance to leaching, chemical attack, erosion, abrasion, frost damage; and the protection from corrosion of embedded steel. The standard, therefore, incorporates provisions in design and construction to take care of this aspect. For long term performance of the structure, use of dense, nearly impermeable and durable concrete, adequate concrete cover without macro defects in cover concrete, proper detailing practices, control of cracking, effective quality assurance measures in line with IS and good construction practices particularly in relation to construction joints should be ensured. Following are the significant modifications incorporated in this revision: a Scope and provisions of the standard have been updated to reflect the applicability of the standard to concrete structures retaining all aqueous liquids. Title 1. A concrete structure or member can Part 1 : Dead loads — Unit weights of function as liquid retaining, when the amount of liquid building materials and stored permeating through its thickness, under hydraulic materials second revision gradient, is practically negligible. This standard also does not cover dams, pipes, Concrete structures for retaining pipelines, tunnels and damp proofing of basements.

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The design and construction methods in reinforced concrete and pre-stressed concrete structures for retaining aqueous liquids are influenced by the prevailing construction practices, the physical properties of the materials and the climatic condition. To lay down uniform requirements of structures for the retaining liquids giving due consideration to the above mentioned factors, this standard has been published in four parts. The other parts in the series are: Part 1 General requirements Part 3 Prestressed concrete Part 4 Design tables This standard was first published in and subsequently revised in The second revision has been brought out with a view to keeping abreast with the rapid development in the field of construction technology and concrete design and also to bring further modifications in the light of experience gained while applying the earlier version of this standard. While, the common methods of design and construction have been covered in this standard, for design of structures of special forms or in unusual circumstances, special literature may be referred to or special systems of design and construction may be permitted on production of satisfactory evidence regarding their adequacy and safety by analysis or test or by both. In this standard it has been assumed that the design of liquid retaining structures, whether of plain, reinforced or pre-stressed concrete is entrusted to a qualified engineer and that the execution of the work is carried out under the direction of a qualified and experienced engineer.

Is 3370 part 2

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Generally, Reinforcement for Crack Control in special measures like application of liners or Walls and Slabs SLS prestress will be required to ensure this class of Clause 4. Alternately, conservative value of uniform imposed loads may be have higher densities and the weight due to deposited used in the design. Title 1. Is - 1 Is - 1 There are no reviews yet. Sign up for free Log in. In concrete sections of thickness mm or greater, two, layers of reinforcing steel shall be placed one near each face of the section to make up the minimum reinforcement specified in this clause. Khare Mumbai Shri B. SRules for rounding. IS Part 1 ]. In particular, adequate consideration shall be : Plain and reinforced concrete — given to the effects of monolithic construction in the Code of practice fourth revision assessment of axial force, bending moment and shear. Veneers Veneers. Three other parts of the code are the following: concrete structures. Software Images icon An illustration of two photographs. This does not preclude the free use, in the course of implementing the standard, of necessary details, such as symbols and sizes, type or grade designations.

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Construction for Steel Structure From Everand. Same holds true for earth pressure in load combinations. There are no reviews yet. Culture Documents. For other conditions, the value Fig. In order to promote public education and public safety, equal justice for all, a better informed citizenry, the rule of law, world trade and world peace, this legal document is hereby made available on a noncommercial basis, as it is the right of all humans to know and speak the laws that govern them. This may be achirved bv limiting the stresses as for the rest of the tank or by the use of the covciing of waterproof membrane or by providing slopes to ensure adequate drainage. Uploaded by Public Resource on September 10, Corrosion and its Consequences for Reinforced Concrete Structures. The walls thus act as thin plates subject to triangular loading and with boundary conditions varying between full restraint and free edge.