Is 3370 part 2

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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

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. Moreover, the design and construction methods in reinforced concrete and prestressed concrete are influenced by the prevailing construction practices, the physical properties of the material and the climatic conditions. The need was, therefore, felt to lay down uniform requirements of structures for the In order to fulfil this need, formulation of this Indian storage of liquids. Three other parts of the code are the following: concrete structures. 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. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard. SRules for rounding. Zodeof practice for concrete 8tructurcs for the storage of liquids: Part I Genenl requirements.

If, however, provision is made by means of a sliding jnint for movement between the roof and is 3370 part 2 wall, correspondence of joints is nc,t so important. Spacing of bars should be small as possible, connected monolithically at a right angled junction and without causing congestion of steel and difficulty in subjected to moments, shears and axial force which placing and vibrating concrete. Arora Ballabgarh Shri T.

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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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The walls thus act as thin plates subject to triangular loading and with boundary conditions varying between full restraint and free edge. Earthquakes seminar. Carousel Next. Sp34 str detailing Mohd Danish. Rajkumar Guruswamy Road, Nolambur, Chennai. The width of the slab given in 9. 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. Earth covering and plants on the roof due to earth pressure only up to half the active pressure may be taken as dead load. In particular, adequate consid- eration shall be given to the effects of monolithic construction in the assessment of bending moment and shear. SRules for rounding.

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If, however, provision is made by means of a sliding jnint for movement between the roof and the wall, correspondence of joints is nc,t so important. Advanced embedding details, examples, and help! Canal alignment. Princep 27 68 00 Street. Spacing of bars should be small as possible, connected monolithically at a right angled junction and without causing congestion of steel and difficulty in subjected to moments, shears and axial force which placing and vibrating concrete. IS summary Om Kumar. The need was, therefore, felt to lay down uniform requirements of structures for the In order to fulfil this need, formulation of this Indian storage of liquids. It is difficult to restrict rotation or settlement of the base slaband it is advisable to provide vertical reinforcemeut as if the walls were fully fixed at the base, in addition to the reinforcement required to resist horizontal ring tension for hinged at base conditions of walls, unless the appropriate amount of fixity at the base is established by analysis with due consideration to the dimensions of the base slab, the type of joint between the wall and slab and, where applicable, the type of soil supporting the base slab. Canal Fall. It should be noted that all 4. Intze tank design. IS