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The main difference between the old and new code is the method of design-earlier one is based on Working stress method and the present one is based on Limit states Design! Hence comparisons are difficult to make. Since you are conversant with IS 456, it may not be difficult for you to follow. I do not have the new codes here-I saw the Draft- but think that the tables for BM calculation remain the same. You have to use LSM equations for the design instead of WSM. Note that crack control is imp. in such structures. Hence the code prescribes Clauses for the same.

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Can limit state method be used for design of water tanks?

Yes we can use limit state design for water tank design....


Why use working stress method for water tank design?

i think , because water tanks are more vulnerable structures and plus the tank is sometime overfilled and sometime empty, the pressure inside is so varying, its needs more safety precautions and as we all know working stress method assumes more safety factor than limit state design, which is an economical design, we prefer to use working stress method...


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How do you design a liquid storage tank using ANSYS?

send me ur email , I can send my information to ur email about design and analysis storage tank with ansys research118118@yahoo.com

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Why use working stress method for water tank design?

i think , because water tanks are more vulnerable structures and plus the tank is sometime overfilled and sometime empty, the pressure inside is so varying, its needs more safety precautions and as we all know working stress method assumes more safety factor than limit state design, which is an economical design, we prefer to use working stress method...