Is 3370 part 2

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Education Business Technology. Download Now Download to read offline. Recommended Planning analysis design the overhead circular water tank in seerapalayam pan Planning analysis design the overhead circular water tank in seerapalayam pan Subash thangaraj. Stucture Design of various Watre tank.

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. IS : Part II - 1.

Circular slabs Rahul. The width of the slab given in 9. For sections of thickness greater than mm, minimum reinforcement in each of the two directions shall be kept at 0.

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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.

Is 3370 part 2

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Publication date Topics data. Is R Is R EMBED for wordpress. Aqueous solutions or suspensions may supported by the floor slab and beams. Open navigation menu. Princep 27 68 00 Street. The entire width of section. It should be noted that all 4. Sign up for free Log in. Download Now Download to read offline. 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. Title 1. Front page upto content new. The worst conditions of loadings may not be those given in 9.

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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. Uploaded by Public Resource on September 10, DOS M. EMBED for wordpress. The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard. Combined footing Singh Alternate. 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. Close suggestions Search Search. In the presence of sea water and soils and water of corrosive character the cover should be in- creased by 12 mm but this additional cover shall not be taken into account for design calculations. Is 2 Is 2 Sivarama Sarma Shri S. IS : Part II - 5. The stiffening effect factors apply only for the crack The average strain at the level where cracking is being widths stated and should not be interpolated or considered, is assessed by calculating the apparent extrapolated.