Is 3370 part 2

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Nambia; M. Dos M. JOSRI ;. DOS M. So far, such structures have been designed to varying standards adapted from the recommendations af the Institution of Civil Engineers and of the Portland Cement Assoziation with the result that the resultant structures do not possess a uniform guaranteed margin of safety and dependability.

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. The selection and design of coatings and linings are not Part 4 : Design tables first revision covered in this standard.

The width of the slab given in 9.

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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. The concrete used in liquid retaining structures should have low permeability.

Is 3370 part 2

We will keep fighting for all libraries - stand with us! Search the history of over billion web pages on the Internet. Capture a web page as it appears now for use as a trusted citation in the future. Uploaded by Public Resource on September 10, Search icon An illustration of a magnifying glass. User icon An illustration of a person's head and chest. Sign up Log in. Web icon An illustration of a computer application window Wayback Machine Texts icon An illustration of an open book.

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Want more? IS I Part II - circumstances should be left to the judgement of the engineer and in such cases 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. Publication date Topics data. Internet Arcade Console Living Room. Search the history of over billion web pages on the Internet. The calculated apparent strain is then The stiffening effect of the concrete may be assessed adjusted to take into account the stiffening effect of the by deducting from the apparent strain, a value obtained concrete between cracks. Earthquakes seminar. Jump to Page. Books Video icon An illustration of two cells of a film strip. Addeddate Identifier gov. They should also be designed for upward load if the liquid retaining structure is subjected to internal gas pressure. Audio Software icon An illustration of a 3. So far, such structures have been designed to varying standards adapted from the recommendations af the Institution of Civil Engineers and of the Portland Cement Assoziation with the result that the resultant structures do not possess a uniform guaranteed margin of safety and dependability. Reinforced Concrete Design From Everand.

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What's hot 20 Design of steel structures Introduction. Uploaded by Praveen Agarwal. Under reamed piles. Lewis Road. Exopy injection Boopathi Yoganathan. Books Video icon An illustration of two cells of a film strip. IS : Part PI - 5. Reinforced Concrete Design From Everand. At the time of publication, the editions down in this standard. Nirmal Shri R.