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Calculation of column load and footings

Thu Sep 19, 2013Total posts : 19
manishkumar
manishkumar
Join date: Sep 2013
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
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, 2013Post  #1
S L Gupta (Civil Engg)
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, 2013Post  #2
manishkumar
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
                         

 
 
Tue Jul 16, 2019Post  #3
Porter Williamson
Porter Williamson

Join date: Jul 2019
Absolutely, the calculation is held fast for the engineers for the future times. The needs of the customers and paperial are defined for the people. The choice is followed for the abrupt options for the humans. The motive is followed for the calculation and all item in the phase of the elements for the humans.
 
Wed Jul 17, 2019Post  #4
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Wed Jul 17, 2019Post  #5
dudcard
dudcard

Join date: Jul 2019
Post subject: dudcard

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Wed Jul 17, 2019Post  #6
dudcard
dudcard

Join date: Jul 2019
Post subject: dudcard

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Wed Jul 17, 2019Post  #7
dudcard
dudcard

Join date: Jul 2019
Post subject: dudcard

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Thu Jul 18, 2019Post  #8
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Thu Jul 18, 2019Post  #9
travelpaisa
travelpaisa

Join date: Jul 2019
Post subject: travelpaisa

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Fri Jul 19, 2019Post  #10
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Sun Jul 21, 2019Post  #11
autotransportdealers
autotransportdealers

Join date: Jul 2019
Post subject: autotransportdealers

The information you have posted is very useful. The sites you have referred was good. Thanks for sharing https://www.autotransportdealers.com
 
Mon Jul 22, 2019Post  #12
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Sun Aug 18, 2019Post  #13
buyinstagram followeraustaila
buyinstagram followeraustaila

Join date: Aug 2019
Post subject: buyinstagramfollowersaustralia

Typical floor plan of the multi-storey building 1.1 Load calculations 1. Dead load for each by <a href="https://buyfollowersaustralia.com.au/"rel="nofollow">followers australia</a>
 
Sun Aug 18, 2019Post  #14
buyinstagram followeraustaila
buyinstagram followeraustaila

Join date: Aug 2019
In this paper, a simplified calculation model for the prediction of the load-carrying capacity of an RC column footing with a square cross section by followers australia
Attachments: buy-instagram-followers-likes-and-views-3-638.jpg Sun Aug 18, 2019,&n
 
Mon Aug 19, 2019Post  #15
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Tue Aug 20, 2019Post  #16
epicfollowers
epicfollowers

Join date: Aug 2019

How to calculate the total loads on a column and corresponding footing?

This article has been written on the request from my readers. Engineering students generally get confused when it comes to calculating loads for column and footings design. The manual process is simple.

Types of loads on column

  1. Self weight of the column x Number of floors
  2. Self weight of beams per running meter
  3. Load of walls per running meter
  4. Total Load of slab (Dead load + Live load + Self weight)

The columns are also subjected to bending moments which have to be considered in the final design. The best way to design a good structure is to use advanced structural design software like ETABS or STAAD Pro. These tools are leagues ahead of manual methodology for structural design, and highly recommended.

In professional practice, there are some basic assumptions we use for structural loading calculations. by Epicfollowers

 
Wed Aug 21, 2019Post  #17
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 
Tue Aug 27, 2019Post  #18
skincarezine
skincarezine

Join date: Aug 2019
Post subject: skincarezine

I think this is an enlightening post and it is extremely helpful and learned. hence, I might want to thank you for the endeavors you have made in composing this article. https://www.skincarezine.com
 
Wed Aug 28, 2019Post  #19
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Sir,
         Thanks for visiting the site.
 

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