Home -> Forums -> Construction -> Pillar Work -> problem at the site execution of the beam work

problem at the site execution of the beam work

Tue Jul 05, 2016Total posts : 12
akash
akash
Join date: Jul 2016
Topic: problem at the site execution of the beam work

my question is that my house is built.bt there is some problem at the groundfloor slab level..starting a slab level shuttering that time beam of the slab not properly resting in column..beam size is 9"*9". center of the beam 4"1/2 is rest on the column... and column is round column..and in column use steel is 4 no 16 mm bar..and first floor thats position round column and beam perfect resting to each other..... so that is a problem..ground floor column is safe or not ??? in earthquake or any other hazards?? and its small house  20*35 ft house ...and this problem is done at the vernadah area first round column so gave me a idea...plz and lapping problem is occur at first floor..steel is use 16,10,12mm.16mm steel lap is 11 inch.10mm steel lap is 18 inch...and 12mm steel lap is 12inch..so this is problem at the occur in that site so i have been full welding all the column..and then after i fill the column..column size is 9"*9",12"*9",15"*9"..three type of column..give me a some idea so i m sure that i m a no need to tension to this subject....































Wed Jul 06, 2016Post  #1
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
 Dear Akash
        In my opinion you should consult any civil engineer of your town/ city so that he will give you opinion after visiting the site of the house.
 
Thu Jul 07, 2016Post  #2
akash
akash

Join date: Jul 2016
Post subject: images of my house

sir i send u my house photos of g.f round column and beam resting on column center of half and lapping problem of first floor of column..and i m provided each column welding at first floor column....sir then u give me ur opinion....
Attachments: IMG-20160707-WA0005.jpg Thu Jul 07, 2016, 
IMG-20160326-WA0121.jpg Thu Jul 07, 2016, 
IMG-20160707-WA0001.jpg Thu Jul 07, 2016, 
IMG-20160707-WA0012.jpg Thu Jul 07, 2016, 
IMG-20160707-WA0013.jpg Thu Jul 07, 2016,&n
 
Thu Jul 07, 2016Post  #3
akash
akash

Join date: Jul 2016
sir house is completed...so i dont consult any civil engineer.........so give me a ur opinion sir.....
 
Fri Jul 08, 2016Post  #4
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Akash
              On seeing photos, I am in opinion there is no any danger to the structure but I still say for more clarification site visit of engineer must.
 
Fri Jul 08, 2016Post  #5
akash
akash

Join date: Jul 2016
sir i was saw my house photo of my contractor...and he said me that its not dangerous bt my question is that g.f beam and round column is safe or not??? because beam resting on column center half and half is overhanging...so this is the problem..and first floor over the round beam lapping is just 11"...and beam is safely landed in column...and first floor round column lapping 11" so i done welding on each of column so this is difficulty...so give me ur opinion for seeing this picture.....
 
Fri Jul 08, 2016Post  #6
akash
akash

Join date: Jul 2016
and in round column contractor use 4 no 16mm diameter so its perfect for structural aspect...and lapping is just 11" so 50*d means lapping is 800mm is occur..bt lapping is in first floor 11"..so give me ur opinion

 
Sat Jul 09, 2016Post  #7
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Akash
          Do not worry, your dream house is safe.
 
Mon Jul 11, 2016Post  #8
akash
akash

Join date: Jul 2016
thank u sir and sir explain me how is this safe?? i want to learn about this type of problem...so guide me sir...
 
Sat Jul 16, 2016Post  #9
akash
akash

Join date: Jul 2016
dear sir
       
           answer of my question plzzzz
 
Mon Jul 18, 2016Post  #10
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Akash
    The main purpose of beam is to take load of roof and structure above the beam. Now in your case load is nominal and can be bear by 4.5'' wide beam.
 
Fri Jul 22, 2016Post  #11
akash
akash

Join date: Jul 2016
and sir lapping is enough on first floor...its only 11 inch of all column bt welding is done by contractor so its safe ???
 
Sat Jul 23, 2016Post  #12
S L Gupta (Civil Engg)
S L Gupta (Civil Engg)

Join date: Mar 2008
Dear Akash
        The lap length should be 50xd i.e. for 16 mm dia it should be 800 mm. But when you welded the bars than 11'' is also OK.
 

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