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Boundary walls

Sat Dec 05, 2015Total posts : 8
Pooja
Pooja
Join date: Dec 2015
Topic: Boundary walls

Hello experts,

I need favor from you guys please. I'm going to construct 2 or 2.5 storey ( G+1 or G+1+0.5). I'm using pillars of 9"*9" using 6 bars of 12mm. My contractor says to use 4.5" wall all around except front boundary wall to save money and according to him there is no need of using 9" wall because weight will be handled by piers( pillar under wall). My plot dimensions are 22.5 * 40=100 square yards

Further, We are not going to build plinth beam and will be using lintel band and roof band. 

Your views on this please

Thank you
Pooja 

Mon Dec 07, 2015Post  #1
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Pooja
        You should  construct 9''x 9'' RCC column/ pillar but use  2nos 12mm and 4 nos 16 mm diameter bars for weight of beam and safety against earth quack.Construct all non load bearing wall 4.5 '' thick.
 
Mon Dec 07, 2015Post  #2
Pooja
Pooja

Join date: Dec 2015
Thank you Mr. Gupta,

But should I build boundary walls 9" thick or 4.5 thick?     I mean it it mandatory to construct boundary walls 9"?

Is shree cement is as good as Acc?

How to differentiate that which walls are load bearing walls or non-load bearing walls? I have gone through topic of load bearing and non-load bearing walls already. But still not clear. 
 
Tue Dec 08, 2015Post  #3
JAI PRAKASH
JAI PRAKASH

Join date: May 2014
The boundary wall has to be 9". All cements are good, the ratio has to be appropriate as per the requirement. Do not confuse with the brand. The outer walls and the wall going from the middle of the plot is can be 9". Do not confuse yourself with load bearing walls as you are using columns which are bearing the load. Take 16 mm TMT in column. 12 mm is not suggested.

 
Tue Dec 08, 2015Post  #4
Pooja
Pooja

Join date: Dec 2015
Thank you Mr. prakash and Mr. Gupta,

My last question please. We have very hard soil in my plot. Can I excavate internal walls foundation little less than boundary walls foundation? 

Also, I'm considering starting base 23" for 9" wall and 18" base for 4.5 inch wall. M i correct?
 
Tue Dec 08, 2015Post  #5
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Pooja
             For boundary wall 2' depth excavation is sufficient as it not bear any load only have self weight.For internal wall take at least 2' depth from natural ground and take floor level at least  2' high from road or street.
Use 18'' for 9'' boundary wall and 4.5 '' wall. 23'' for house 9'' wall.
 
 
Tue Dec 08, 2015Post  #6
Pooja
Pooja

Join date: Dec 2015
Hello Sir, 

By boundary walls I mean external walls of 9" on which lanter will rest. I'm not leaving any space around the building. Did you get the same meaning Sir?  Now according to this , should I follow your advice?

Also, the base of 4.5" internal walls and 9" walls should be same or can I use different? Like 
23" for 9" wall and 18" base for 4.5 inch wall? here boundary walls mean exterior walls under which partions will be done
 
Wed Dec 09, 2015Post  #7
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Pooja
        Take 23'' for 9'' and 18 '' for 4.5''
.
 
Thu Dec 10, 2015Post  #8
JAI PRAKASH
JAI PRAKASH

Join date: May 2014
23" is suggested in most of the cases, 90-95%.

 

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