I find the video very informative and helpful in my case particularly. I love the way how simplify the terms the the simple language explanation all the way through....not a single BS, awesome work!!! Thank you.
You're teaching style is wonderful. Just wanted to add one thing that the foundation you're referring to RAFT is not raft rather it's ISOLATED Footing. :)
This is the online tutorial I have seen for G+1 and I am going to build a house based on your model. Thank you for giving so much valuable information. Since, I already have purchased 12mm bars, will it be safe if I use 6 nos. of 12mm bars for the column?
With the size I have mentioned its good. You can Provide 6 Nos 12 mm dia bar column provide stirrups mentioned in the tutorial if not in severe earthquake zone. Earthquake resistance then provide stirrups @ 150 mm center to center near the connection upto 600 mm approximately!
Your lecture is very helpful to me Sir. May God bless you. In my site, the road is 4 ft above land level. i.e The FL will be 4 ft above NGL. Which level should I place the Ground beam ? Just above the NGL or FL ? Soil is clay sand. Opposite to site is the village's water reserve. Although earthquake is very rare in the area, it is within 100km range of earthquake faults. Thanks agin for your valuable video.
thanks for your appreciation . preferable keep ur finished level above road level . and regarding soil type if the structure is large enough then its better consult geo technical consultant. one bore hole location test wont cost u more and u can easily afford as compared to ur project cost and that will surely help a lot otherwise go with the local practice and verify it by a structural engineer
How would you size a ground beam for g+1 building 36'x45'. Considering it will rest on the footing and directly to the floor slab. No stem wall for the footing is used.
I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room 1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc 2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc And join the both room in ceiling and both room in 90 degree position to each other
one of the best video plz make video for G+2 where the distance between two column is 30 feet on one side and 15 feet on another side which means four column in line covering 45 feet same on the opposite side but the distance between this to will be 30 feet it's a 45 x 30 feet construction and as i don't want any column in-between, the distance would be 15 feet on one side and 30 on another once you have made, plz share link in comment Rgd Jagannath
this seems to be design of Industrial Building. its requires detail design engineering. if ill come across any similar project of mine ill prepare a video. thanks
@@Sacademicus no dear friend It's for residential house But as I don't want any column in "Bhrama Sthan" as per vastu, I need this type of column placement Rgd Jagannath
one doubt sir..... check for dimension and mesh r/f bars of foundation...you said 3 feet breadth for footing ...but while talking about footing mesh you took calculation of numbers of bars according to 1.50 mtr breadth ...are you mistaking 1.50 mtr breadth as 3 feet ... 3 feet equals 0.9144 mtr...plz answer
Yes it's not 1.5 m it's 3 ft Approximately 1000mm/150 = 6+1 bar Six bar as per spacing and one extra If we use 1.5 m then number of bars will be 1500/150 +1 =11 But foundation as stated will again vary as per soil data. This foundation suggested is for Good soil having good bearing capacity
Sir,1)Regarding length of column in ground floor, will it be counted from plinth beam in ground floor upwards upto slab of ground floor?2) is any plinth beam necessary?3) foundation say footing is located at a depth of 3-4feet as suggested by you. Is the portion of column below ground level is part of ground floor column or is it to be considered as part of foundation while calculating length of column in ground floor. Will not the colum in ground floor including portion below ground become long columns much long ? How the actual calculation of ground floor column to be done ?. What will be size and reinforcement of plinth/ tie beam at plinth level, kindly reply. Sir your presentation is excellent. pl give us more like this and kindly answer me to remove my confusion.
If soil strata is good then plinth beam is not necessary for G+1 structure but if you provide plinth beam than maybe it can be helpful ik future extension. Foundation depth is the length of columns and foundation slab embedded in the soil.
For Slab only bottom Cage. for Foundation both top and bottom cage Preferred for G+1 Since the Exact soil Condition is Unknown so better opt safe option.
Thanks for the video very informative. Can I use the thumb rule of the G+1 foundation for a 2 or 3 story building house with thesame thumb rule measurement you’ve given in the video?
Mashallah brother doing a great job may Allah shower blessings and prosperity on you. Brother will you please tell me how to design footing for property line i.e. plot whose 3 sides are common and in these places generally eccentric sloped footing is provided.kindly give thumb rules for this. Wassalam
Sir, our villagers is going to build a mosque but they do not have the designs and drawing, can you design for our mosque? (Land Size 7.30m x 23.00m) G+4 or G+5 Indian standard
Firstly thank you so much for doing such an impressive job. I am going to construct my G+1 building and the distance between two 10in*12in column (6 Nos 12mm) is 16feet and the beam size is 10in*12in (5nos 12 mm, 1 bar in tension zone is bent up bar) slab is 6in.Footing size is 4ft*4ft. Pls help me, is it okay or it's needed correction.
column size will fail under slenderness ratio and u have to design as long slender column or increase the size to 16 inch x 16 inch keep steel % at 1 % of cross sectional area. beam size depends on span kindly confirm beam length. thanks!!
@@Sacademicus , please help me brother...our construction is goining on just in base line ...base size (5×5) ft, dia 10mm,5inch c/c .depth 6ft. 4inch. pcc below base. Beam size 10'×12', column size 10'×10'. Stirrups 8mm bar 5inch c/c. Column beam n piller bar, 16mm 4pcs n 12mm 2 pcs in both case. G+1. M20 grade. Cement to aggregate 1:3 ratio. Base rcc 1ft plus 6 inch trapazerial. All tata rod 500 ferous, sd.
I have Uploaded G+2 which can be used for G+3 you just need to take care of the foundations which may be critical. above G+2 we should take help of structural engineers for us Human Lives matter most. Thanks for Appreciation...
Asslam alaikum bhai I liked your video and way of your explanation regarding civil engineering. I job in medical field I am thinking to construct my home in 20*50=1000 Square feet. I request you to describe bottom to top of a three storey building regarding foundation, columns, plinth beams, steel bars with diameter. First I construct only one floor but I want to lay my foundations for three floor so that in future I will not face any problems. I will be highly obliged of you. I know I will have to contact a local civil engineer to draw map and for others construction work. But I want to know from you for my personal knowledge so that I supervise my construction work.
Hello Sir, in some video I saw minimum rod for column should be four no. of 12 mm bars for G+1. I am using four no. of 12mm bar for my G+1 house. Is it safe?
if u have a G+1 Structure 4 Nos of 12 mm bar is Ok but please check with ur Column Size. IS:456-2000 suggests minimum R/F in Column to be 0.8%. For G+1 column size generally ranges form 9 inch to 10 inch sqr column. so if u have used 9 inch column size then its definitely fine but for 10 inch the r/F is on lower side as suggested by code. hope ur query is cleared? if not then u can ask more
The details of the ground floor column are:- 1)height= 9 feet 2)size= 10 inch ×10 inch square 3)R/F= four nos. of 12mm rod and four nos. of 8mm rod in between 12mm rod. 4)Stirrups= six inch square of 6mm coil. 5) four 12mm bar in all the corner of stirrup and four 8mm bar in between 12mm bar. The concrete covering is 2 inch. 6) Concrete grade is around M15 Sir, these columns of above features are safe for G+1 residential house?
reference for min reinforcement as per IS code & ACI-318 For beam Column and component as per experience and min Size min size criteria. but this design is not valid for severe Seismic prone site Location as stated in the Video. and Soil condition assumed is Good soil with good allowable bearing pressure.
Nitin Sirvi yes The codal recommendations does suggest min concrete grade! But since this is thumb rule and general Method the availability of Specific grade of concrete is the major concern in remote areas and also cube testing are concern the design of G+1 With these recommendations are Valid for M15 grade but definitely u can opt for higher Grade of concrete.
if column to column spacing is more than 4 m or 13 ft then better go for design calculation otherwise just try and increase the dimension along that span 100 mm for 1 m. this recommendation is based on experience and can be verified after actual design as per loading data.
Wait Stirrups at beam 200 mm c/c!!!should it not be more close like 125 mm c/c near to the column and 200 mm c/c at mid span of beam. Why it has to be uniformly spaced throughout.
based on ur concept u r referring based on ductile detailing. G+1 Structure doesn't qualify for ductile detailing below seismic zone 4. if u actually design the stirrups as per detailing of IS 456 it will be approximately 200 mm c/c.
1.beams should not be in squared, depth should be more than the width, but you used square beam, why? 2.how to find out SBC of soil in simple steps, how to consider load on each column that is 20 ton or 30 ton?
1. beam size is generally not square. the thumb rule has been worked keeping M15 grade of concrete so for M15 we have considered rectangular column. The square column has been quoted when we increased the grade of concrete to M20 which is still not practiced properly. 2. Column load range is provided from 20-30 ton based on thumb rule in actual it may be lesser for G+1 and might be more if we go for higher storey. 3. SBC can be calculated by any of the methods terzaghi or mayehoff.
Can you refer International Standard Name where these minimum basic requirements are mentioned????? Provide the Standard Reference with Clause number OR Section number.
the loads from slab transferred to the beam and from beam it will be transferred to the supporting column. so basically we need to analyses slab first then beam & then column and finally through foundation whole loads transferred to Soil strata.
@@Sacademicus jankar khushi huyi sir ,me bhi india se , masha allah ap achha padhate hai, me youtube par civil k lecture aksar dekha karta hu aaj mujhe apka channel mila me impress hua apke teaching se . I subscribed you channel,
for two way ly/lx shall be less than 2 and not less than equal to 2..
Please tell me thumb rules book author name
I find the video very informative and helpful in my case particularly. I love the way how simplify the terms the the simple language explanation all the way through....not a single BS, awesome work!!! Thank you.
Boss,
this is great
you have shared very important information in a very nice way
Rgd
Jagannath
Brilliant work you are doing. May Allah gives you jazae khair.
Thank you. Very useful information in a very clear manner.
First time saw ur video. Got to be fan of yours..
THANK YOU SO MUCH FOR MAKING THIS VIDEO IN ENGLISH
this is a very useful lecture..please keep doing videos.......god bless you
Mashaallah, very good explanation. Very very helpful for me
Aslam alikum rehmatulay wa barkatu very explained thanks you so much.
You're teaching style is wonderful. Just wanted to add one thing that the foundation you're referring to RAFT is not raft rather it's ISOLATED Footing. :)
This is the online tutorial I have seen for G+1 and I am going to build a house based on your model. Thank you for giving so much valuable information.
Since, I already have purchased 12mm bars, will it be safe if I use 6 nos. of 12mm bars for the column?
With the size I have mentioned its good.
You can Provide 6 Nos 12 mm dia bar column provide stirrups mentioned in the tutorial if not in severe earthquake zone.
Earthquake resistance then provide stirrups @ 150 mm center to center near the connection upto 600 mm approximately!
Excellent description..!!
Very useful sir
Well explained lecture
Very useful. Super .
Assalamu alaikum
My column c/c spacing is 5m what should i do ?
should i change column or beam sizes with reinforcement
Please guide
very informative video Thanks dear
Hi, please share the video for a load bearing brick structure.
Thanks
I've learn too much in your presentation. Thanks
Thanks
Your lecture is very helpful to me Sir. May God bless you.
In my site, the road is 4 ft above land level. i.e The FL will be 4 ft above NGL. Which level should I place the Ground beam ? Just above the NGL or FL ? Soil is clay sand. Opposite to site is the village's water reserve. Although earthquake is very rare in the area, it is within 100km range of earthquake faults. Thanks agin for your valuable video.
thanks for your appreciation .
preferable keep ur finished level above road level . and regarding soil type if the structure is large enough then its better consult geo technical consultant. one bore hole location test wont cost u more and u can easily afford as compared to ur project cost and that will surely help a lot otherwise go with the local practice and verify it by a structural engineer
Jazak Allahu khairan shaikh
Excellent explanation
How would you size a ground beam for g+1 building 36'x45'. Considering it will rest on the footing and directly to the floor slab. No stem wall for the footing is used.
I have planned to construct two separate rooms like 20*10 ( ground floor with 10*14 room size at first floor) & 22.5*10 (only ground floor) . My engineer suggested RCC is as follows. Pls tell it correct or not. Basement level of 22.5*10 is 2 feet less than 20*10 room
1. For 20*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 8 feet at one end and 11 ft at other end. Plinth beam with 1.5 feet height and 9*9 (l*b). Ceiling height is 10 feet. Planned tie beam at below windows (2.5 feet) and lintel (7 feet) of 6 inch rcc
2. For 22.5*10 - 6 columns of 12*4 with 8mm stirr up of 7 inch c/c - four at each corner and remaining two at spacing of 10 feet at one end and 10 ft at other end. Plinth beam with 1 feet height and 9*9 (l*b). Ceiling height is 12 feet. Planned tie beam at below windows (4 feet) and lintel ( 8 feet) with 6 inch rcc
And join the both room in ceiling and both room in 90 degree position to each other
Really very good lecturer... keep it up bro
thanks a lot brother please subscribe & share to help us grow!!!
Sacademicus yes i already done it.
thanks!!!
one of the best video
plz make video for G+2
where the distance between two column is 30 feet on one side and 15 feet on another side
which means
four column in line covering 45 feet
same on the opposite side but the distance between this to will be 30 feet
it's a 45 x 30 feet construction
and as i don't want any column in-between, the distance would be 15 feet on one side and 30 on another
once you have made, plz share link in comment
Rgd
Jagannath
this seems to be design of Industrial Building. its requires detail design engineering. if ill come across any similar project of mine ill prepare a video.
thanks
@@Sacademicus no dear friend
It's for residential house
But as I don't want any column in "Bhrama Sthan" as per vastu, I need this type of column placement
Rgd
Jagannath
@@jagannathmukherji ok thanks
Wonderful bro
Its useful! What about plinth beam detail?
one doubt sir..... check for dimension and mesh r/f bars of foundation...you said 3 feet breadth for footing ...but while talking about footing mesh you took calculation of numbers of bars according to 1.50 mtr breadth ...are you mistaking 1.50 mtr breadth as 3 feet ... 3 feet equals 0.9144 mtr...plz answer
Yes it's not 1.5 m it's 3 ft
Approximately 1000mm/150 = 6+1 bar
Six bar as per spacing and one extra
If we use 1.5 m then number of bars will be 1500/150 +1 =11
But foundation as stated will again vary as per soil data.
This foundation suggested is for Good soil having good bearing capacity
Sir,1)Regarding length of column in ground floor, will it be counted from plinth beam in ground floor upwards upto slab of ground floor?2) is any plinth beam necessary?3) foundation say footing is located at a depth of 3-4feet as suggested by you. Is the portion of column below ground level is part of ground floor column or is it to be considered as part of foundation while calculating length of column in ground floor. Will not the colum in ground floor including portion below ground become long columns much long ? How the actual calculation of ground floor column to be done ?. What will be size and reinforcement of plinth/ tie beam at plinth level, kindly reply. Sir your presentation is excellent. pl give us more like this and kindly answer me to remove my confusion.
If soil strata is good then plinth beam is not necessary for G+1 structure but if you provide plinth beam than maybe it can be helpful ik future extension.
Foundation depth is the length of columns and foundation slab embedded in the soil.
@@Sacademicus Thanks for the answer.
For slab and foundation does only bottom may is enough or top mat also be provided??
For Slab only bottom Cage.
for Foundation both top and bottom cage Preferred for G+1 Since the Exact soil Condition is Unknown so better opt safe option.
can I make columns 8".M15.with 12mm rebar.4no.?
excellent. very much helpful.
For G+1 RCC building how many bars are required in plinth beam and what shall be its size?
Plinth beam keep same as Floor beam for simplicity but yes u can definitely optimise compared to floor beam in G+1 Building
Thanks for the video very informative. Can I use the thumb rule of the G+1 foundation for a 2 or 3 story building house with thesame thumb rule measurement you’ve given in the video?
Not for G+1 above.
For G+2 i have uploaded seperate video
Very helpful... keep up the good work
Mashallah brother doing a great job may Allah shower blessings and prosperity on you.
Brother will you please tell me how to design footing for property line i.e. plot whose 3 sides are common and in these places generally eccentric sloped footing is provided.kindly give thumb rules for this.
Wassalam
just mark the plot in a paper and u can mail me I'll suggest In Sha Allah
@@Sacademicus what is your mail id.Mine is mustafa7422@gmail.com.
Brother give me your email id or just ping me on my mail id,i m in difficulty and seeking your help.
Sacademicus@gmail.com
Asalamualaikum brother...
It is Hafiz Adnan from Kashmir India
Plz make a full video on column orientation as per structural and architectural demand
thank you sir
Sir ,you haven't explained about m20 grade concrete ratio and RCC details , please tell without fail
thank u so much
Please make a video on g+3 residential building...
Sir, our villagers is going to build a mosque but they do not have the designs and drawing, can you design for our mosque? (Land Size 7.30m x 23.00m) G+4 or G+5 Indian standard
yes i will design ,send me the details .
sacademicus@gmail.com
Firstly thank you so much for doing such an impressive job. I am going to construct my G+1 building and the distance between two 10in*12in column (6 Nos 12mm) is 16feet and the beam size is 10in*12in (5nos 12 mm, 1 bar in tension zone is bent up bar) slab is 6in.Footing size is 4ft*4ft. Pls help me, is it okay or it's needed correction.
column size will fail under slenderness ratio and u have to design as long slender column or increase the size to 16 inch x 16 inch keep steel % at 1 % of cross sectional area.
beam size depends on span kindly confirm beam length.
thanks!!
good Sir
Very useful...thank you. Is it for zone5??
No it's Not for zone 5 I will upload for zone 5.
This one is upto zone 3
@@Sacademicus , please help me brother...our construction is goining on just in base line ...base size (5×5) ft, dia 10mm,5inch c/c .depth 6ft. 4inch. pcc below base. Beam size 10'×12', column size 10'×10'. Stirrups 8mm bar 5inch c/c.
Column beam n piller bar, 16mm 4pcs n 12mm 2 pcs in both case.
G+1. M20 grade. Cement to aggregate 1:3 ratio.
Base rcc 1ft plus 6 inch trapazerial. All tata rod 500 ferous, sd.
plz. make a video on G+2 Residential building.
Thanks for suggestion, once G+6 RCC Building is Over I'll go for G+2
Very informative 👌
please provide the thumb rules for the buildings G + 3 Rcc bildings to aware of the requirements without further delay. Thanks.
I have Uploaded G+2 which can be used for G+3 you just need to take care of the foundations which may be critical. above G+2 we should take help of structural engineers for us Human Lives matter most. Thanks for Appreciation...
Dear I want to build G+1RCC building can i use 6x18" column.
my Previous reply was typo. the column size for G+1 keep it 12 inch x 18 inch.
and u can use 12 mm 6 nos bar.
Minimum size of column is 9x9
Asslam alaikum bhai
I liked your video and way of your explanation regarding civil engineering.
I job in medical field I am thinking to construct my home in 20*50=1000 Square feet.
I request you to describe bottom to top of a three storey building regarding foundation, columns, plinth beams, steel bars with diameter.
First I construct only one floor but I want to lay my foundations for three floor so that in future I will not face any problems.
I will be highly obliged of you.
I know I will have to contact a local civil engineer to draw map and for others construction work.
But I want to know from you for my personal knowledge so that I supervise my construction work.
ill need the plan of your building ..
Sir which one is consumed more cement between m15 and m20 plz
Clear my doubt
M15
Hello sir,can you please upload video showing conventional design of G+3 RCC Building.
Regards
we are in process of making a complete RCC Building videos. thanks for suggestion
+Sacademicus thanks that would be really helpful
Cover thickness for column, bean, slab
What do you mean by G+1?
for column size follow the principal of short column. Length/Least lateral dimension should be less than 12 and for beam span/12 will be the depth..
Sir can you upload g+2 details . as your g+1 is fantastic
@@MohanKumar-tq8jq will do that. thanks for suggestion.
Hello Sir, in some video I saw minimum rod for column should be four no. of 12 mm bars for G+1. I am using four no. of 12mm bar for my G+1 house. Is it safe?
if u have a G+1 Structure 4 Nos of 12 mm bar is Ok but please check with ur Column Size. IS:456-2000 suggests minimum R/F in Column to be 0.8%. For G+1 column size generally ranges form 9 inch to 10 inch sqr column. so if u have used 9 inch column size then its definitely fine but for 10 inch the r/F is on lower side as suggested by code.
hope ur query is cleared? if not then u can ask more
The details of the ground floor column are:-
1)height= 9 feet
2)size= 10 inch ×10 inch square
3)R/F= four nos. of 12mm rod and four nos. of 8mm rod in between 12mm rod.
4)Stirrups= six inch square of 6mm coil.
5) four 12mm bar in all the corner of stirrup and four 8mm bar in between 12mm bar. The concrete covering is 2 inch.
6) Concrete grade is around M15
Sir, these columns of above features are safe for G+1 residential house?
Yes it is Safe.
just confirm the Earthquake zone. but mostly for G+1 RCC this is safe column design!!!
Thanks a lot.
Sacademicus sir please make a video on design of G+3 building for a hilly region like north east India....Thanks in Adv.
wow, lovely. Increase your good voice properly sounded
If the SBC Is less than 30 MT then you have to increase the size of the pit in turn increase of dimensions of steel
Can you please give the reference books or code for this thumb rule, please?
reference for min reinforcement as per IS code & ACI-318
For beam Column and component as per experience and min Size min size criteria.
but this design is not valid for severe Seismic prone site Location as stated in the Video.
and Soil condition assumed is Good soil with good allowable bearing pressure.
@@Sacademicus I want to know about beam, column, slab reinforcement reference, can you please suggest any books?
@@JahidulIslamhecl PC varghese for advanced rcc
and Shah karve
krishna raju we may get british standard problems
Sir, how stair case design by using thumb rule this building
ua-cam.com/video/d1r4jBc1FZE/v-deo.html
REFER FOR STAIRCASE DESIGN.
Thanks sir
this is appcable for this building????
@@yxzayn1238 any building u can use this staircase. but for this building this staircase design is sufficient.
What about plinth beam?
10 mm dia bar for beam... Is it safe..Minimum 12 mm bar used beam and column as per is code
It is safe if total area of steel provided is greater than minimum required steel.
But in column you have to provide minimum 12 mn dia bar
Your point Is rit... Bt.. According to IS 456:2000..minimum dia of reinforcement for beam is 12mm.
the IS code recommends Min. grade to be used in RCC structure is M20, then why you have mentioned M15 in your designing thumb rules, but ??
Nitin Sirvi yes The codal recommendations does suggest min concrete grade! But since this is thumb rule and general Method the availability of Specific grade of concrete is the major concern in remote areas and also cube testing are concern the design of G+1 With these recommendations are Valid for M15 grade but definitely u can opt for higher Grade of concrete.
👍👍👍
Pls do g+3 manual design sir
Sir, G+2 par video banaye please
Coloum to column distance is 20' what's is the rules apply for gf+ff
if column to column spacing is more than 4 m or 13 ft then better go for design calculation otherwise just try and increase the dimension along that span 100 mm for 1 m.
this recommendation is based on experience and can be verified after actual design as per loading data.
Wait Stirrups at beam 200 mm c/c!!!should it not be more close like 125 mm c/c near to the column and 200 mm c/c at mid span of beam. Why it has to be uniformly spaced throughout.
based on ur concept u r referring based on ductile detailing. G+1 Structure doesn't qualify for ductile detailing below seismic zone 4. if u actually design the stirrups as per detailing of IS 456 it will be approximately 200 mm c/c.
G+1 koi house ka plan leke pura design explain kri pls.
will do that. thanks for suggestion.
1.beams should not be in squared, depth should be more than the width, but you used square beam, why?
2.how to find out SBC of soil in simple steps, how to consider load on each column that is 20 ton or 30 ton?
1. beam size is generally not square. the thumb rule has been worked keeping M15 grade of concrete so for M15 we have considered rectangular column. The square column has been quoted when we increased the grade of concrete to M20 which is still not practiced properly.
2. Column load range is provided from 20-30 ton based on thumb rule in actual it may be lesser for G+1 and might be more if we go for higher storey.
3. SBC can be calculated by any of the methods terzaghi or mayehoff.
Can you refer International Standard Name where these minimum basic requirements are mentioned?????
Provide the Standard Reference with Clause number OR Section number.
These recommendations are based on experience working with IS 456 & ACI 318
If we use 6" by 12" and 6" breadth column.., for G+1 building, pleasevmake one complete example.
6" for G+1 is not acceptable at-least 9" x 12" inches.
we are in process of uploading series of videos on building design
Will you design a small project for me ?
Yes mail me the project Details sacademicus@gmail.com
Pls provide thumb rules for g+2 building
ua-cam.com/video/SVJ-hGdJR-8/v-deo.html
Please visit the link in above comment for G+2
I use 12mm 6 steel bar in column.
u can use 12 mm 6 nos baar but make ur column size 12 inches x 18 inches.
@ muhammad muktar what is the column to column distance and the footing length and width?
Ly/lx is formala for one way and two way u solve properly but notation is incorrect
for two way ly/lx shall be less than 2 and not less than equal to 2..
Please tell me thumb rules book & author name
This is as per experience.
Pls do design of building in manually
How to calculate load coming on the column?
the loads from slab transferred to the beam and from beam it will be transferred to the supporting column. so basically we need to analyses slab first then beam & then column and finally through foundation whole loads transferred to Soil strata.
👏👏👏👍👍👍
what is m20 grade mean
Grade of Concrete!
In which country belong to this channel
Any Specific Reason brother?
@@Sacademicus because u did not use hindi/urdu language?
@@Sacademicus please tell me
India ❤❤
@@Sacademicus jankar khushi huyi sir ,me bhi india se , masha allah ap achha padhate hai, me youtube par civil k lecture aksar dekha karta hu aaj mujhe apka channel mila me impress hua apke teaching se
. I subscribed you channel,
we are not hearing you!
Bh plz Hindi lecture
Speak out loudly man ok
What do you mean by G+1?