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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Опубликовано:

13 июл 2022

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Комментарии : 82

@shivamtripathi8224 2 года назад

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

@accessdenied3379 8 месяцев назад

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

@sasanlali5519 9 месяцев назад

very clear and straight to the point.

@ganpatraobhosale6869 Год назад

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

@RahulKumar-wc2hh 6 месяцев назад

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

@nirvanaseedoyal5997 Год назад

Really helpful video. Thank you🙌

@bari198810 Год назад

Helpful and handy, Nice video thanks

@altamashparwaiz2097 2 года назад

Better than my entire college life

@devanshupratap2763 Год назад

😂

@kennyomega8937 Год назад

Accepted

@brigadeshivu 10 месяцев назад

True

@yashmaanav 8 месяцев назад

Agree

@victorotieno9629 3 месяца назад

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

@JuliusMlengeswa 27 дней назад

You are very hepful to many. Be Blessed

@babikermohamed3331 Год назад

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

@CivilTutor Год назад

So nice of you

@rommelsalvador2068 Год назад

Many thanks...

@danmiskaye Месяц назад

Great! & Thanks.

@alvinmuridil1760 4 месяца назад

Thank you for this video this is nice and detailed.

@ItsMe.12392 Год назад

Perfect 💥

@ashleyokuke6710 5 месяцев назад

Thank you so much sir

@ronak2094 4 месяца назад

Thank you so much

@rowlexkiprono6396 5 месяцев назад

This is great

@mohammedmohammedsuliman9614 2 месяца назад

Thank you 👏 ❤

@bonsilethabilemnisi8903 Год назад

I wish I had this when studying

@ramakrishnaiahramalakshmai4010 Год назад

Excellent information sharing 👍

@CivilTutor Год назад

Thanks for visiting

@manojkumar-md3kf 8 месяцев назад

Very nice

@Cryptoehsansir 2 года назад

Super sir

@ziauddin7948 Год назад

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 #

@chandrugowda96 2 года назад

Pls make video on design of column.

@mohamedjibriiil1943 Год назад

thanks eng

@muranoaydnlatma1395 25 дней назад

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

@jotdown2741 Год назад

Can you do the column moment calculation

@ananthuaravind4452 Год назад

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

@Beginner2Creator Год назад

Could you explain columns #5 and #6 axis ?

@mrutyunjayreddy2 8 месяцев назад

Nachindii❤

@saidsuleiman1753 23 дня назад

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

@Nyaburunga Год назад

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 Год назад

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.

@varunsaivarun9311 Год назад

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

@odyromero7233 2 месяца назад

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

@josephpeter6796 2 года назад

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

@swapniljadhav6504 9 месяцев назад

🙏🙏

@azaroddintamboli8885 Год назад

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 10 месяцев назад

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

@zetjoanna1 3 месяца назад

Have you used any eurocodes?

@user-ez8ns1cp1d Год назад

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

@Raj-xh4gd Год назад

How to calculate coner column C5?

@prasanna.k2707 27 дней назад

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

@sathishvijay2569 9 месяцев назад

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

@darshanshrestha545 2 года назад

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 2 года назад

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

@DePeaceHunter 11 месяцев назад

floor 04:50 wall 6:02

@user-ey7gq9gq2g 29 дней назад

Thalaiva super thalaiva super thalaiva❤

@vigneshbalaji591 2 года назад

When can I get excel

@Gaurang_Khatri Год назад

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 Год назад

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

@Gaurang_Khatri Год назад

@@CivilTutor thanks

@mahendraaandkaanchanpatil1489 Год назад

Residential LL 2 kn per Sq m

@CivilTutor 2 года назад

PDF + Excel sheet 👇 store.civiltutorofficial.com Download our app here 👇 clpsheldon.page.link/x3kb

@cosamchibela7504 Год назад

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

@rafiqqayumi5957 Год назад

great dear engineer

@rafiqqayumi5957 Год назад

@darshandattu2961 6 месяцев назад

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

@kwakutimmer7785 Год назад

@ruhulamin2264 Год назад

Why not include here GF slab weight?

@sergemeijerink258 Год назад

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

@SufiyanaSufiana Год назад

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

@ananthuaravind4452 Год назад

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

@amirudintalintam4418 10 месяцев назад

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

@ugalmanim8n445 Год назад

I am civil engineering jts school lawspet civil engineering padekeran

@YippeeeTeena Год назад

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 Год назад

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.