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.

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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

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Fallout dust

Eccentric connections in steel structure Sarvesh Sureshrao Chikte. While the majority of these joints may be of the partial or complete contraction type, sufficient joints of the expansion type should be provided to satisfy the rrquiremcnts of 8 of IS : Part I Intze ppt Jayesh Bhanushali. The entire width of section. User Settings. Nguyen Thanh Tu Collection. The analysis of moment and forces may be made on the basis of any recognized method. Such dead loads, shrinkage or future excavations or any other which may or may not be present, are called provisional cause; and dead loads DLp and need separate considerations. However, the limiting crack width shall not mm Max mm exceed 0. Nirmal Shri R.

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The maximum level of liquid considered in tank for its basic operations is called full supply level FSL or working top level WTL of liquid. Similar to 2 1. We will keep fighting for all libraries - stand with us! Personal Growth Documents. It appears your browser does not have it turned on. Each tank shall be designed calculated in accordance with IS Part 2. IS shall not apply. Nirmal Shri R. Universitv P. Download now. Santhosh Kumar. Sp handbook on reinforcement and detailing. The permissible tensile stresses due tobending apply to the face of the In members less than mm thick member in contact with the liquid. 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. Detailing should be as shown in 1.