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# Calculation of column load and footings

Thu Sep 19, 2013Total posts : 15
 manishkumar Join date: Sep 2013
Topic: Calculation of column load and footings

Dear friend,
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
 Attachments: footings and tie beam at plinth [Compatibility Mode].pdf on Thu Sep 19, 2013, Manish-Ghar Expert.xls on Thu Sep 19, 2013,&n
 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.
 Sat Sep 21, 2013 Post  #2 manishkumarJoin date: Sep 2013 Post subject: ThanksDear 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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