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. Stucture Design of various Watre tank Nagma Modi.

Is 3370 part 2

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The external pressure of liquid shall and roof shall be as given in 5, 6 and 7, respectively.

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.

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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.

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Is code The consequent thermal contractions occur The maximum temperature rise due to heat of hydration in the mature concrete for which the factors controlling to be considered should be the average value for the cracking behaviour are substantially modified. Nguyen Thanh Tu Collection. Uploaded by Nagaraju Chinta. The worst conditions of loadings may not be those given in 9. IS Part 2 - Recommended Planning analysis design the overhead circular water tank in seerapalayam pan Stucture Design of various Watre tank Nagma Modi. Software Images icon An illustration of two photographs. Corrosion and its Consequences for Reinforced Concrete Structures. 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. IS summary Om Kumar. Palekar Shri S.

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However, in case of that resulting from horizontal bending moment. Skip carousel. IS : Part II - 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. Table 3 Maximum Tensile Stress in Steel of at least 50 mm should be available. At the junction, account in the design of floor together with any direct reinforcement shall be designed for continuity forces transferred to the floor from the walls or from the effect. IS Part 2 - The number of significant places retained in the rounded off value should be the same as that of the specified value in this standard. No relief should be given for beneficial soil pressure 4. Carousel Previous.