Design of reinforcement for column part 3

author Life is Awesome Civil Engineering Plans   1 год. назад
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Basic rules for Design of column by thumb rule - Civil Engineering Videos

In this Video Lecture I will discuss Basie rules for Design of column by thumb rule Reading article : https://civilstudents.com/basic-rule-design-column/ Also watch video of :Bearing Capacity of soil https://www.youtube.com/watch?v=7MhDejIkB9Y&t=199s Visit to : www.civilstudents.com What is Grade Of Concrete https://www.youtube.com/watch?v=9-bZOAc1g9k&t=48s In This channel You can Learn about Civil Engineering Update Videos which are using generally in civil Engineering. So please subscribe our channel for daily Update Civil Engineering. If you have any questions. Feel free to contact me. My Facebook ID https://web.facebook.com/samiullahsta... Website:www.civilglobal.com Facebook page: https://web.facebook.com/civilenginee... _________________________________________________________________ Quantity of Cement , sand and Aggregate in Concrete. New Video Lecture Billing of Quantity https://www.youtube.com/edit?o=U&vide... _________________________________________________________________ You Can Watch in this channel: DAE Civil BS Civil Engineering BE Civil Engineering B-Tech Civil (Technology) Quantity Surveying Thanks for watching and supporting Us. ----------------------------------------------------------------------------------------------------------- To Subscribe Our channel Click on Red Button and Also Press the Bell Icon ----------------------------------------------------------------------------------------------------------- thank you

Detailing Design of reinforcement bar and footing size

#16 mm 4 bars #12mm 4 bars at middle #8mm stirrups stirrups spacing 7inch centre to centre footing 5 X 4 in length and breadth depth depend upon the soil hardness

How to Place the column bars on pcc bed

Columns bars over pcc bed and checking it properly with full details. please like share and subscribe. Please follow on Face book page and instagram https://m.facebook.com/lifeisawesomecivil/?ref=bookmarks Instagram https://www.instagram.com/lifeisawesomecivil/ 12 mm 6 rods and pcc bed of 6 inch thick been used here

Reinforcement details for slab column beam 20 × 36 house face

In slab main bar 10 mm and secondary bar 8 mm In column for ground floor 16 mm 6 bars and for ties 8 mm at 6 inch centre to centre In second floor 16 mm 4 bars and 12 mm 2 bars inbetween for beams 16 mm 4 and 12 mm 2 rods at bottom stirupps 8 mm at 7 inch centre to centre

common steel bars overlapping mistake done in column at site

in this video i show you the most important mistake which is commonly done in column overlapping at site and you should avoid these types of mistakes.....it is very important to all to know about this properly....so check it out..... Related Article:- http://www.civilclick.com/ ............................................................................................................... To keep in contact follow me...... Instagram:- https://www.instagram.com/moid_11/ Articles Website:- http://www.civilclick.com/ Facebook:- https://web.facebook.com/civilforeyou Google+ :- https://plus.google.com/u/0/106782883854163669962 ===================================================== ==Column Construction Drawing plan reading | How to read structural drawing in Urdu/Hindi Part - 4 video... https://www.youtube.com/watch?v=75Srvv4DKOU&t=228s ==How to study Structural drawings Notes in Urdu/Hindi Part -3 video... https://www.youtube.com/watch?v=UxIuj0iH9PQ&t=25s ====================================================== Subscribe the channel click the RED button ===================================================== BS-Civil technology tutorials...B-Tech Civil tutorials. DAE Civil tutorials...Quantity surveying tutorials.....civil designing tutorials.... all available on this platform.... Thanks For supporting or start learning with us!!

Here the discription of the column had been made over which the design had been made
In which
12 mm of bars had been used and the
At length of 12 inch and breadth of 6 inch in which covering of 1.5 inch had been leaved
The strips distance of
8 mm bars at 7 inch spacing

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