Dec 28, 2017 - Dcs (ps).pdf - Reinforced Concrete Design by S.Unnikrishna Pillai. Reinforced concrete vol 2 by h.j.shah how to get the download link of.

Other Literatures: I’ve reviewed all IS:3370-1965 and IS:3370-2009. I’ve studied Underground water tank from Reinforced Concrete (Vol.-2) by Dr. I’ve studied “Design of Liquid Retaining Structures” by Robert D. Anchor for assessment of crack width as per new code.

I have reviewed IS:456-2000. Scope of work: Study of various provisions of IS:3370-1965 and IS:3370-2009 draft code for circular as well as rectangular tanks Detailed Comparison: Introduction: Underground storage tanks are increasingly becoming essential components of building projects, driven by rising interest in on-site rainwater and gray water collection and reuse. Reservoirs below the ground level are normally built to store large quantities of water. Some elements of an inspection, however, are not as intuitive. Therefore, it is important for engineers and inspectors to educate themselves. Literature Reviewed Abstract: Storage overhead tank are used to store water.

BIS has brought out the revised version of IS 3370 (part 1 & 2) after a long time from its 1965 version in year 2009. This revised code is mainly drafted for water tank. Dar e nabi pe para rahoon ga mp3 online. In this revision important is that limit state method is incorporated in design. Introducion Objective Literature Survey Scope of Work Detailed Comparison Work Done Monthwise Planning Referrences Content COMPARITIVE STUDY OF IS 3370-1965 & IS 3370-2009 AND PARAMETRIC STUDY OF UNDERGROUND WATER TANK BASED ON IS-3370-2009 Prepared By: Riddhesh Shah 16 Guided By: Prof.

Patel Objective The main aim of present work is to carry out critical study of the codal provisions of IS: 3370-2009. To study the effect of sizes of rectangular tank and location on various seismic parameters like base shear, base moment, overturning moment,etc. To carry out design of R.C.C. Circular and rectangular water tanks as per IS:3370-2009. To arrive at economical configuration of tanks, which require less materials.

Literature 2: ECONOMICS OF R.C.C. WATER TANK RESTING OVER FIRM GROUND VIS-A-VIS PRE-STRESSED CONCRETE WATER TANK RESTING OVER FIRM GROUND By Ms. Metkar (P.G.Student) Structural Engineering IInd Year) P.R.M.T OF Tech. & Research, Badnera-Amravati International Journal of Advance Research (IJOAR), Issue 1, January 2013.

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