How to calculate the load in a column? | Approximate Method of load calculation | Civil Tutor

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In this lecture I have explained briefly how to calculate the axial load in an column

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Must-have books for civil engineers 👇🏽

The A to Z of Practical Building Construction and Its Management

Building Planning and Drawing

Illustrated Design of Reinforced Concrete Buildings ( Design of G+3 Storeyed Buildings + Earthquake Analysis & Design)

Advanced Reinforced Concrete Design

Limit State Design of Steel Structures

Estimating and Costing in Civil Engineering (Theory and Practice)

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[shivamtripathi]

Really applaudable effort from you for new civil engineers like us
Greetings 🙏🙏

[RahulKumar-wchh]

Really I'm 1st time appreciating for structure even not in clg. Lovely 100% satisfied

[accessdenied]

Your efforts are Really appritiated. Thank you for a very easy and straight explaination !

[JuliusMlengeswa]

You are very hepful to many. Be Blessed

[ganpatraobhosale]

The excellent clear calculation any student can easily learn 👌 try to give more knowledge of civil engg, , thank you 👍

[babikermohamed]

I do appreciate your sharing of this precious lecture..thanks

[muranoaydnlatma]

Thank you very much for your helpful information,

Is there an earthquake load in the calculations you made in this video?

Thanks

Hakan

[ziauddin]

excellent column 6 specific area load calculation but as i understand this load on column 6 from roof, then 1st floor then is for specific area surrounding the Column 6 #

[bari]

Helpful and handy,

Nice video thanks

[ananthuaravind]

Self weight of plinth beam =.3 *.6*25 *9 meter, you took it as. 3*.3*25*9

[alvinmuridil]

Thank you for this video this is nice and detailed.

[jotdown]

Can you do the column moment calculation

[azaroddintamboli]

Sir I think interior column the load should be maximum, for side column the load lesser than interior column and for corner column the load minimum as compared to interior column.

[odyromero]

Where did u put the self weight of the GROUND FLOOR?

[prasanna.k]

Why self weight of column was not factored? (Like 13.11 x 1.5)

[darshanshrestha]

I got confused: how do we get wall load(primary) in load transferring from roof to 1st floor? There is only parapet wall as a boundary, isn’t it? Could you explain this?

[sathishvijay]

Helo sir... Total load on C6 = 915KN and SBC of soil = 150KN/m2... Is it safe?

[darshandattu]

What about software sir is acces free or not or without software how we can learn

[卡卡弒神]

About all total Factored load, how to know that must be Times to 1.5？

[Nyaburunga]

Thank you Sir for this video of yours. But i will like to know, why is there no slab load and wall load transfered from the ground floor to the footing?