We also need to specify the Code that governs for each country. It varies depending of the seismic condition. Like Most countries, 16mm is the minimum bar used for beams and columns.
First time i saw a you tube vedio which is precise to the point no unnecessary boring lecture . I really appreciate. Pl let us know about G+4 residential building. &footing details.
Superb! Thank you for sharing this video. Please increase your audio volume by two fold. The video & illustration quality is very good. Greetings from Papua New Guinea.
G+3 building 16 mm steel in bottom 12mm in top 0ne 16mm extra bent bar Vizag steel Plinth beam construction was, completed Is there any problem in this method
I have an existing G+1. I am renovating the 24 year old building which is wall to wall construction without pillars. In the ground floor, I want to break the center wall and give support using 2 C framr making a box type frame vertically support and 1 I frame Horizontal. I planned to construct G+2. Can I use 8 inch width I frame or H frame 6mm thickness for G + 2 support ? What type of support should I give vertically and Horizontally?
Sir I want to ask you. One more thing important is span of column to column... If the span is more than 15ft there is a need of 9"*15" Beam.. And minimum 16mm 3 bars at the bottom and 2 bars at top
Long span recommendable for Commercial building.. for domestic purpose Short span with 4*12mm rods more than enough since there wont be extra live load at all time.
Please give me steel details for one story building two story building three story and four story building footing net plinth beam upper beams and columns.
We also need to specify the Code that governs for each country. It varies depending of the seismic condition. Like Most countries, 16mm is the minimum bar used for beams and columns.
First time i saw a you tube vedio which is precise to the point no unnecessary boring lecture .
I really appreciate. Pl let us know about G+4 residential building. &footing details.
Having discuss the size of flinth beam ! Kindly please discuss the TIE BEAMS in the same manner. TYVM
Please provide the estimation for G+3 building end-to-end steel requirement with sizes under 185 SqYards with 12 pillers each and 1377 sft
Superb! Thank you for sharing this video. Please increase your audio volume by two fold. The video & illustration quality is very good. Greetings from Papua New Guinea.
Noted
very good description, i can easily learn from this type of animation with description.
So good. Like to understand about columns sizes and spacing
करपया हिन्दी मे भी समझाए
Thankyou
Hello sir u told about beams but did not said about pillars plz say about pillars and Pillar span
Love u sirji❣️u will definitely grow immensely
Mai basaan cxe gasakh kashur aasun .......By the way very nice information about Size of plinth beam for residential buildings
Sir what should be the minimum height of neck column for 3 storey building
1.5m
@@CivilTutor WHAT ABOUT 2 STORY
Tanku good explain May god bless you sir
Sir for G+3 building can my column size 15×8 column
Can u pls suggest what type of steps we should taken For 40 ft width pillar to pillar ..
G+3 building
16 mm steel in bottom
12mm in top
0ne 16mm extra bent bar
Vizag steel
Plinth beam construction was, completed
Is there any problem in this method
because the upper columns are larger than the ground column. should , is the oppositte
I have an existing G+1. I am renovating the 24 year old building which is wall to wall construction without pillars. In the ground floor, I want to break the center wall and give support using 2 C framr making a box type frame vertically support and 1 I frame Horizontal. I planned to construct G+2. Can I use 8 inch width I frame or H frame 6mm thickness for G + 2 support ? What type of support should I give vertically and Horizontally?
very good explanation......thank you so much...
Sir I want to ask you. One more thing important is span of column to column... If the span is more than 15ft there is a need of 9"*15" Beam.. And minimum 16mm 3 bars at the bottom and 2 bars at top
Long span recommendable for Commercial building.. for domestic purpose Short span with 4*12mm rods more than enough since there wont be extra live load at all time.
sir maximum span plz
Really appreciate your explaination, may God bless u
Sir how about 4pcs. Steel rod 16mm and 12mm for ring column possible for G+2 storey
Residential house Build up area 950 sq feet. Total no of columns 12. Can I use 10"×10" coloumn and beam with 4 nos 16 mm TMT in each?
What kind of foundation required, if there's black soil up to 25ft deep
Please give me steel details for one story building two story building three story and four story building footing net plinth beam upper beams and columns.
Very important knowledge 💕 in civil engineering
Yes 😊
8mm stitrups are sufficient for g+3, g+4 ...
Wonderfully explained.
Hello Sir. Thank you So much
To feed back My Rft knowledge.
Very nice explanation even im not an eng'r,i really understand this
Tell about roof beam like this video urgent need
Is plinth beam the same in 2nd and 3rd floor beam??
Thanks so much i like to have this pdf please
Tie beam is for tying the columns so that they dont go for Long column. At footing level it is called strap Beam. Please explain if I am false.
9" x 12" size is steel or steel + concrete ?
👌👏👍
What is the span between column
Didn't find any link to download pdf were is it???
store.civiltutorofficial.com
Thanks for this
what about G+5?
Good information
Thanks 🙏🙏🙏🙏🙏
Good
6m !
Fantastic
Wonderful
Thank you sir
Welcome
Nice information
Thanks
I wish in Pakistan …people start to educate like u do…👍👍👍
thanks..for sharring.