How to find the column size | How to calculate the load on column | Initial size of column | Column

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Hello friends,
This video explains how to find the column size, how to calculate the loads coming on the column, the safe load-carrying capacity of the column as per IS-456:2000.
Keep watching!!! Happy learning!!!

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It will be 0.008Ag instead of 0.08Ag @ 12.16.
Only to find out the gross area we use the formula 0.008Ag. So the gross area will become 23809.52mm^2 and d=23809.52/240 = 99.206 mm instead of 34.04 mm. This is to check the depth of the column. It was an error by mistake. Sorry for the inconvenience.

CivilEngineeringMastery
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This is a very beautiful video which clearly shows the load on the column and has a lot of information related to the building.

ErsriyaVikash
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Very clear ❤ all concepts are define very well

ibrahimansari
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Thank you so much for giving detail explanation

vigneshvicky
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very nicely explained ma'am thankyou

joshuvabanjar
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It will be better to consider 3 bays along X axis and 2 bays along Y axis with G plus 3 floors will be good to explain to arrive size of column.In addition to this thumb rule followed in practice also useful to assume size of column initially.
Thank you for explaining neatly with sketch with detailed calculation.

rajanv.m.
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Very well explained. What if mam it is a uniaxially or biaxially loaded ?

GautamRout-mzmj
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Superb 👌👌 And useful video for structural designing👍

SutharAnil
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Thank you.. Good explanation for new student as l am.

russmancherose
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In roof beam load calculation, self weight of beam is not added to self weight of parapet. Considered 6 kn /m only.
. Please correct me if iam wrong

sulaikhakh
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Slab load will act on beam like triangular motion only..but you consider like square motion, can clarify regarding this??

kafoodvlog
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Can explain about is this a one way or two way slab?

dinushakarunaratne
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I will like you to make a video of design of a primary with a secondary beam attached to the primary beam making the primary beam to have an additional point load from the secondary beam to the UDL of the secondary beam

elliotfamutimi
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Dear Ms. Architect, you explained it very well, thank you very much for your valuable lesson video.

Are there earthquake and wind loads in the calculations explained in this video?

Thank you very much.

Hakan

muranoaydnlatma
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Thank You Very Much maam for so detailed explanation 🙏🙏🙏

surajprajapati
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I think you have to explain how did tou arrive the load of floor finish to 1.5 kN/m2, the live load, and the 25 that you multiply to the thickness of the slab. We have to know it by your explaination. Whare did you get them, and or how did you determine it? Its not just enough to introduce it, but how come?

dawon
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Madam vedio is good, please vedio few slowly is better

anuanas
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How will I find the foundation depth? Please Make a video.

sumanbaroi
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How did you get the 804mm² area of steel?

duncanwasike
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How you taken area of steel as 804 mm^2 when finding load bearing capacity of column.

SanjayKR-iewo