| Thu Sep 19, 2013 | Total posts : 15 |
|  Topic: Calculation of column load and footings
Dear friend,
while calculating load on column (Dead + live load) here
Dead load= Self load of column+self load of beam+ load of brick wall +load of slab+ load of water tank +terrace finish load+water proofing load. with M20 and Fe415.
Live load = 4.0KN/m2 X area
(a) I am doubt whether the plinth beam self load need to be included to calculate the total load at column and footings.
(b)how we calculate the size of tie beam?
(c)how we can make footings in between two construction building ?
(d) which is better square or rectangular column and why?
(e)For a rocky surface how we assume Soil bearing capacity?
If possible plz reply Manish Kumar
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| Fri Sep 20, 2013 | Post #1 | S L Gupta (Civil Engg)
Join date: Mar 2008 | Dear Kumar
You know much more about design and loading calculation, The design is to study the latest design theory. As per query I am in opinion that
a) The weight of plinth beam should be taken in the design of column's footing. It is a small quantity and some time neglect it but it is covered under the factor of safety, which we keep 3.
b) Tie beam is a nominal structural member and goes through door opening and window opening and design like wise of door and window opening/ span.
c) Query is not clear which two building, distance between them etc.
d) It depends upon design calculation and architectural feature.
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| Sat Sep 21, 2013 | Post #2 | manishkumar
Join date: Sep 2013 |  Post subject: Thanks
Dear Sir,
Thanks for answers. These all become possible due to yours articles and internet.I salute your dedication towards queries and response.
Manish Kumar
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