For 30X60 slab can go for end to end pillera and columns? I mean no pillers in the middle. Only at end of 30 feets and for 60 length we can have 6 or 8 kind. If so what would be the cost chnage. I mean wanna construct a small apartment with commercial stule of pillars with no pillers in the middle
Good Evining mam. We are planning a G+2 residential house on hard strata. We will provide 9"x12" columns. The maximum span distance is 12 feet, and the minimum distance is 6 feet. Is this sufficient? Please clarify.
Madam, For G+1 we have planned to use 9" * 9" columns with 12MM Tata Tiscon 550SD. Is this safe or will this create problem in future. We don't have any plan to extend this building further. Please respond, thank you.
Always choose rectangular column. Rectangular column is chosen for uniaxial and biaxial loading because the rectangular shape reduces the moments in lateral directions and long column mainly fail by buckling so there is need to reduce the deflection in lateral direction. Choose atleast 9" x 15" or 9" x 18" .
Hi bro, this is Vijeeth. I have a small doubt regarding building safety. We built G+1 building in a 1000sq feet plot (100sq yards)in 2011! Now we added a floor and a pent house on top of it. Which is G+2 and a pent house slab! There are 9 columns of 9x12 inches cross-section! We used 4 bars of 16MM, 2 bars of 12MM in ground floor and footing. And 6 bars of 12MM in rest of the floors. Now my question is - will it be structurally safe? I tried to run analysis but I lost touch in it! What is your opinion?
Hello madam my house is g+2 of footing 4.5 ft depth column size is 10×12 inc of 6 nos of 12 mm and 2 nos of 16mm beam span is 9 ft 10 f t n 11 ft only but tie bar is 6mm .Is my house safe in this condition
Hi thank you for this info. I would like to verify if I have 12"x12" column, G+2, the maximum distance between columns can be 5 meters? Is it safe? thank you
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Great knowledge of you ❤
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Superb explanation madam 🙏
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Very good.
Ready reckoner. Thank you.
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Well explained
Thankyou very much mam it is really very useful mam
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Awesome explain
Can you please vedio for size of beam & steel details
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Dear I have subscribed your channel.
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For ground floor 12mm iron bars used for 1st floor 16mm iron bars can be used please reply
Can we use 14" X 9" column for G+1 structure with 16feet span and 4 nos of 16mm and 2 nos of 12mm rod?
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Hi. Is it possible to put a slab for 1 story house on 6”6” columns without beams. Walls are also 6”. There are about 15 columns all around
Without beam not good for a slap
For 30X60 slab can go for end to end pillera and columns? I mean no pillers in the middle. Only at end of 30 feets and for 60 length we can have 6 or 8 kind. If so what would be the cost chnage. I mean wanna construct a small apartment with commercial stule of pillars with no pillers in the middle
Good Evining mam. We are planning a G+2 residential house on hard strata. We will provide 9"x12" columns. The maximum span distance is 12 feet, and the minimum distance is 6 feet. Is this sufficient? Please clarify.
मेरे दो मंजिल घर मे 9x9 के कॉलम है 6 बार 12 mm
सेफ है या नही?
Thanks
Good morning mam Could u say 16 feet continuous beam first floor g+2 residential building reinforcement details .thanks
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Madam, For G+1 we have planned to use 9" * 9" columns with 12MM Tata Tiscon 550SD. Is this safe or will this create problem in future. We don't have any plan to extend this building further. Please respond, thank you.
Always choose rectangular column. Rectangular column is chosen for uniaxial and biaxial loading because the rectangular shape reduces the moments in lateral directions and long column mainly fail by buckling so there is need to reduce the deflection in lateral direction. Choose atleast 9" x 15" or 9" x 18" .
If the column is 14/14 inch , what do you think the distance between two column is safe??
Hi madam you seem to increas the size of column in the upper stories why
Hi bro, this is Vijeeth. I have a small doubt regarding building safety.
We built G+1 building in a 1000sq feet plot (100sq yards)in 2011! Now we added a floor and a pent house on top of it. Which is G+2 and a pent house slab!
There are 9 columns of 9x12 inches cross-section! We used 4 bars of 16MM, 2 bars of 12MM in ground floor and footing. And 6 bars of 12MM in rest of the floors.
Now my question is - will it be structurally safe? I tried to run analysis but I lost touch in it! What is your opinion?
Dear Vijeeth Michael,
If your house is away from earthquake zone areas & railway track, your structure is more safe for what you have provided 👍🏻
G+3basement best methods
Thank you 🥰
Hello madam my house is g+2 of footing 4.5 ft depth column size is 10×12 inc of 6 nos of 12 mm and 2 nos of 16mm beam span is 9 ft 10 f t n 11 ft only but tie bar is 6mm .Is my house safe in this condition
Hi thank you for this info. I would like to verify if I have 12"x12" column, G+2, the maximum distance between columns can be 5 meters? Is it safe? thank you
Hi
Madam g+2 ka aap bole 12X12 inch colum lekin ye offset ayeg column ko 9 inch ka hisab se boliye
I THINK G+2 STORIEY COLUMN 6 BARS 16MM SHOULE BE USE
If Span of column more than 18 feet
Hi didi ❤
Hello 💚
@@shylusupdates didi aap konsi city se hai
Beam. G +2
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Thank you 🥰
Free engineering quotation pdf send me mam I also send mail id and screenshot also