We were selected as Consultants for the design of the overhead tank through competitive bidding for various projects. Our services involved architecture and well as RCC design of the Tank, specifications, bill of quantities and tender documents, selection of contractor, project monitoring and supervision, laying down safety standards and ensuring that they are met, bill checking and certification. The height of the tank is 15mt from ground level to 40 Mt of capacities 100 to 3500 KL. ....etc

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elevated rectangular water tank xls

Reinforced Concrete Water tank design is based on IS 3370: 2009 (Parts I IV). The design depends on the location of tanks, i.e. overhead, on ground or underground water tanks. The tanks can be made in different shapes usually circular and rectangular shapes are mostly used. The tanks can be made of RCC or even of steel. The overhead tanks are usually elevated from the roof top through column. In the other hand the underground tanks are rested on the foundation.

TYPES OF WATER TANK

Basing on the location o ....etc

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to get information about the topic water tank design related topic rfer the page link bellow

http://seminarsprojects.net/Thread-design-of-underground-water-tank ....etc

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Hi,

This is Jayesh Mahicha from India, looking for thermal and mechanical design
solution of helical coil heat exchanger(compact heat exchanger ).

I kindly request you to provide me supportive documents and xls on above at below,

[email protected]

Thank you & Best Regards,
Jayesh Mahicha. ....etc

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Abstract
Water tanks are used to store water and are designed as crack free structures, to eliminate any leakage. In this paper design of two types of circular water tank resting on ground is presented. Both reinforced concrete (RC) and prestressed concrete (PSC) alternatives are considered in the design and are compared considering the total cost of the tank. These water tank are subjected to the same type of capacity and dimensions. As an objective function with the properties of tank that are tank capacity, width &length etc.

A computer pro ....etc

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To get full information or details of rectangular tank calculation xls please have a look on the pages

http://scribddoc/98169867/Rectangular-Tank-Sizing#scribd

if you again feel trouble on rectangular tank calculation xls please reply in that page and ask specific fields in rectangular tank calculation xls ....etc

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Please, help me get it for studies. I can get the appropriate parameter values if I know which of them are needed. Thanks. ....etc

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Abstract

Storage reservoirs and overhead tank are used to store water, liquid petroleum, petroleum products and similar liquids. The force analysis of the reservoirs or tanks is about the same irrespective of the chemical nature of the product. All tanks are designed as crack free structures to eliminate any leakage. This project gives in brief, the theory behind the design of liquid retaining structure (circular water tank with flexible and rigid base and rectangular under ground water tank) using working stress method. This report also inc ....etc

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1
Two Way Slab
Two-Way Slab Design Based on ACI 318-11 using Finite Element Method
2
Voided Biaxial Slab
Voided Two-Way Slab Design Based on ACI 318-11
3
Anchorage to Concrete
Base Plate and Group Anchors Design Based on ACI 318-11 & AISC 360-10
4
Anchorage to Pedestal
Anchorage to Pedestal Design Based on ACI 318-11 & AISC 360-10
5
Circular Column
Circular Column Design Based on ACI 318-11
6
Concrete Column
Concrete Column Design Based on ACI 318-11
7
Super Composite Column
Super Composite Column Design Based on AISC 360-10 ....etc

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All books on Foundation engineering and also on concrete structure design will provide
the philosophy of pile foundation design.

Nos. of piles needed will depend upon the total vertical load from column / pile capacity
Pile group of three,four ,five ,six or more can be adopted based on nos of piles required.
Any moment acting from column is also accounted (as it will effect the exterior piles most)
by addtional +ve reaction on one side and -ve reaction on other side piles due to moment

Minimum c/c spacing between piles shall be: ....etc

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