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 is 3370 part 2 mentioned factors, this standard has been published in four parts, is 3370 part 2. 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

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

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. Intze tank design. Intze tank design Koppolu Abishek. Watertank Shawon Aziz. Intze tank design Harish Mahavar. Canal Fall.

Bureau of Indian Standards BIS is a statutory institution established under the Bureau of Indian Standards Act, to promote harmonious development of the activities of standardization, is 3370 part 2, marking and quality certification of goods and attending to connected matters in the country. Images Donate icon An illustration of a heart shape Donate Ellipses icon An illustration of text ellipses. If the upward pressure exceeds the dead load of the tank floor, there may be a danger of heaving unless c Tightness Class 3 — Limiting is 3370 part 2 width shall be the floor is designed and constructed as a structural slab 0.

We will keep fighting for all libraries - stand with us! Search the history of over billion web pages on the Internet. Capture a web page as it appears now for use as a trusted citation in the future. Uploaded by Public Resource on January 10, Search icon An illustration of a magnifying glass. User icon An illustration of a person's head and chest.

We will keep fighting for all libraries - stand with us! Search the history of over billion web pages on the Internet. Capture a web page as it appears now for use as a trusted citation in the future. Uploaded by Public Resource on September 10, Search icon An illustration of a magnifying glass. User icon An illustration of a person's head and chest. Sign up Log in. Web icon An illustration of a computer application window Wayback Machine Texts icon An illustration of an open book. Books Video icon An illustration of two cells of a film strip.

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

Home and away return 2023

Sivarama Sarma Shri S. The conditions of liquid load may be other than those given horizontal tension caused by the direct pull due to in Front page upto content new Boopathi Yoganathan. WALLS 5. IS : Part II - 7. Design of steel structures Introduction Prakash Kumar Sekar. The width of the slab given in 9. Structural elements that are not exposed of serviceability. 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. Is - 1 Is - 1 What's hot 20 Design of steel structures Introduction. Where a roof rigidly connected to a wall this may lead to additional 4. Ramachandra Dr A.

We will keep fighting for all libraries - stand with us!

This does not preclude the free use, in the course of implementing the standard, of necessary details, such as symbols and sizes, type or grade designations. Wason Hari Nagar, New Delhi. Flag for inappropriate content. No Diameter Centre-to-centre Maximum 4. The walls thus act as thin plates subject to triangular loading and with boundary conditions varying between full restraint and free edge. However, moment coefficients, for boundary conditions of wall panels fog some common cases are given in IS : Part IV t of this code for general guidance. No relief should be given for beneficial soil pressure 4. 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. Where the calculated shear stress in concrete alone exceeds the permissible value, reinforcement acting in conjunction with diagonal compression in the concrete shall be provided to take the whole of the shear. Ward-Smith Ward-Smith