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.

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Is 3370 part 2

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The value of the stiffening from the following expressions for deformed bars. In members less than mm thick and in contact with the liquid on one side, these is 3370 part 2 stresses in bending apply also to the face remote from the liquid. Geotechnical Engineering Calculations and Rules of Thumb.

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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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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. 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. User Settings. Search icon An illustration of a magnifying glass. Search inside document. The worst conditions of loadings may not be those given in 9. Geotechnical Engineering Calculations and Rules of Thumb. Sampling Technique Sampling Technique. These considerations led the Sectional Committee to derive assistance from published materials of the following organiza-. Clause 4. Ward-Smith Ward-Smith C Beam Ar. Lewis Road.

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Same holds true for earth pressure in load combinations. Is 2 Is 2 What is Scribd? Draft Draft 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. Concrete Works Concrete Works. Addeddate Identifier gov. We will keep fighting for all libraries - stand with us! 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. For design of flat slab, estimate of bending moments as per direct design method of considered for limit state of collapse. Ramanjaneyulu Chennai Dr P. Direct and bending stress Aditya Mistry.