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SunnyShine<br><br>Sorry, I have no idea about any web sites. The book I referd to is a quite old one. But I happen to come accross the site http:\\<A HREF="http://www.inducta.com.au\" TARGET="_new">www.inducta.com.au\</A> where they talk about a software for the design of helical staircase in...

SunnyShine<br><br>You can refer to &quot;Reinforced concrete designer's hand book&quot; by Chrles E Reynolds(Table 176, p-448, ix edition, Cement and concrete association, Wexham Springs, Slough)

Chris<br><br>Pl look at <A HREF="http://www.reiworld.com" TARGET="_new">http://www.reiworld.com</A><br>Dont use any software off the shelf. It is better to run it for known soltions to knwo how it works and to find out the problem areas. Always you can overcome such problems. I believe we can...

I would like to add to what Mann and Hasanh have said.The base slab thickness of a water tank depends on<br><br>1.Moment at the wall and base junction. Which is more if wall is considered as cantilever, and appropriately less depending on top and side end conditions of walls of...

artnkman<br>Yes you can refer to the book 'Foundation Analysis and Design' by J.E.Bowles by McGraw-Hill publications.Particularly you can ref to articles 4.10 and 3.7(I am refering to IV edition & v edition is out)

PG<br>You can refer the book 'Structural Masonry' by A.W.Hendy(Chapter on laterally loaded unreinforced walls) of MACMILLAN Publications.I think it will give you the information you are looking for.

I understand from your first sentance that you are talking about column laping. If that is true, It is not clear to which code you are refering to.Indian codes specify that not more than 50% of steel shall be lapped at a point. Usualy we take care of this by stagerring the laping of column...