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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Accepted

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True

[@yashmaanav]

Agree

[@victorotieno9629]

True,I'd like to learn more about structural design... can you please help me brother

[@ganpatraobhosale6869]

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

[@accessdenied3379]

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

[@RahulKumar-wc2hh]

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

[@bari198810]

Helpful and handy,
Nice video thanks

[@nirvanaseedoyal5997]

Really helpful video. Thank you🙌

[@sasanlali5519]

very clear and straight to the point.

[@danmiskaye]

Great! & Thanks.

[@rommelsalvador2068]

Many thanks...

[@alvinmuridil1760]

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[@JuliusMlengeswa]

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[@babikermohamed3331]

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

[@CivilTutor]

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[@ItsMe.12392]

Perfect 💥

[@ronak2094]

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Thank you so much sir

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This is great

[@mohammedmohammedsuliman9614]

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I wish I had this when studying

[@manojkumar-md3kf]

Very nice

[@Cryptoehsansir]

Super sir

[@ramakrishnaiahramalakshmai4010]

Excellent information sharing 👍

[@CivilTutor]

Thanks for visiting

[@mohamedjibriiil1943]

thanks eng

[@ziauddin7948]

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 #

[@muranoaydnlatma1395]

Thank you very much for your helpful information,
Is there an earthquake load in the calculations you made in this video?
Thanks
Hakan

[@jotdown2741]

Can you do the column moment calculation

[@chandrugowda96]

Pls make video on design of column.

[@varunsaivarun9311]

Sir what in case a point load is acting at a distance from column

[@Beginner2Creator]

Could you explain columns #5 and #6 axis ?

[@josephpeter6796]

this calculation is for ground, 1st or 2nd floor?

[@ananthuaravind4452]

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

[@CivilTutor]

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[@cosamchibela7504]

The calculations are simple and straight to the point.
Thanks eng.

[@rafiqqayumi5957]

great dear engineer

[@rafiqqayumi5957]

۱

[@zetjoanna1]

Have you used any eurocodes?

[@odyromero7233]

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

[@Raj-xh4gd]

How to calculate coner column C5?

[@saidsuleiman1753]

You have made me think why I didn't take engineering

[@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?

[@CivilTutor]

Slab of the ground floor usually rests on ground, so there is not any need to consider it unless it is a hollow slab as in case of a basement.... Then you can consider it too.....Wall load, I have already considered while calculating the load transferred from 1st floor to Plinth.

[@sathishvijay2569]

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

[@darshanshrestha545]

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?

[@CivilTutor]

Wall load of 2nd story.... Parapet wall will not be considered in interior columns

[@user-ez8ns1cp1d]

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

[@user-ey7gq9gq2g]

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[@mrutyunjayreddy2]

Nachindii❤

[@azaroddintamboli8885]

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.

[@amirudintalintam4418]

same thought. but still thanks to sir for a very helpful academic tutorial and sharing of knowledge.

[@vigneshbalaji591]

When can I get excel

[@swapniljadhav6504]

🙏🙏

[@mahendraaandkaanchanpatil1489]

Residential LL 2 kn per Sq m

[@darshandattu2961]

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

[@prasanna.k2707]

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

[@Gaurang_Khatri]

Sir in this case for effective length for column, which case is applicable.
Held in position at both end
And not restrain against rotation
Correct?

[@CivilTutor]

Held in position and restrained against rotation at both ends (fixed at both the ends).... Leff = 0.65L

[@Gaurang_Khatri]

@@CivilTutor thanks

[@DePeaceHunter]

floor 04:50
wall 6:02

[@ruhulamin2264]

Why not include here GF slab weight?

[@sergemeijerink258]

Am wondering the same if the GF slab rests on the beams below it then it transfers loads to C6 as well no?

[@kwakutimmer7785]

Hi

[@SufiyanaSufiana]

4:57 why 1/2 multiple by 3m, 3m is already half of the secondary beam 6m

[@ananthuaravind4452]

Secondary beam connected by c6 and c7,half of that load comes to c6 another half comes to c7

[@amirudintalintam4418]

half of the secondary beam section is for C6 the other half is for C7.

[@praveenayashavanthappa6081]

Pdf regarding

[@ugalmanim8n445]

I am civil engineering jts school lawspet civil engineering padekeran

[@YippeeeTeena]

there is a mistake on beam load secondary, factor. self wt = 1.93, and length of secon. beam is 3. you did its half. it is already you took 3, then why again its half ?

[@CivilTutor]

Load of 3m portion of B13 will be transfered to B9 as point load and only half of this point load will be transfered to Column 6. Rest of it will be transfered to C7.

[@vigneshbalaji591]

I paid but not received soft copy still

[@CivilTutor]

Your email please

[@kwakutimmer7785]

Can u be my teacher

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Your website not working

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[@Zeddted]

Sir you are too much but what is plinth beam