Design of Square Column with Uniaxial Bending using SP 16 | Column design with uniaxial bending

[@priyanshusingh26]

Thnx amrtya

[@creativeventure9164]

Thank you so much sir
Explained very well sir 👌

[@structuralanalysisanddesign]

Most welcome, thank you for watching, keep supporting, all the best

[@creativeventure9164]

@@structuralanalysisanddesign day after tomorrow I have RCC exam sir thank you so much sir ur vedios are very clear with each an every part with is code book sir ...... Iam ur new subscriber......

[@structuralanalysisanddesign]

Thank you so much for liking my videos, I wish you all the best for your examinations, thank you for subscribing.

[@gangabhavani7407]

Sir please upload biaxial load column also...
Please upload that one.

[@farookali6693]

Helpful video thanks

[@structuralanalysisanddesign]

Most welcome

[@bashidchauhan6573]

Is this short column or long column, and what’s up he difference between them when solving?

[@gangabhavani7407]

Thank u sir, please upload biaxial load columns

[@kevinjonathansebastian1592]

thank you for your amazing explanation sir, i am watching from indonesia.
but i have question.
in the design of actual building structure, how do we measure the eccentricity or why we design with the uniaxially or biaxially load?
would be appreciated for your answer

[@structuralanalysisanddesign]

Thank you for watching and supporting, in real life structures we have to consider eccentricity as real life load will not be perfectly axial.

[@vimalvenkatesan6171]

Thank you Sir...

[@structuralanalysisanddesign]

Most welcome Vimal, stay connected and keep learning

[@Sunitajorwal1506]

Thank you

[@hamzakhanq8365]

sir in this one thing is wrong you have not taken dia\2

[@amiteshsingh8682]

Thank You sir

[@soimhossen3023]

Nice 👌

[@studyspectra_1980]

Sir,in college exams SP-16 is not allowed then how to do this design of uniaxial bending

[@siyamali5978]

👍

[@yuvikasingh9296]

Sir what value we will take of b and D when it is not given column is square???

[@vijaybhasker2928]

sir, please make a video on slender coumn

[@sai-cl8cq]

sir, please do biaxial bending too for rectangular and square column

[@jairamkundrapu2504]

Yes

[@helpingwithprojects5251]

sir please upload video on biaxial moment

[@shashankda2002]

Sir please share clear SP 16 PDF link. The Graph in my pdf is so blur.

[@structuralanalysisanddesign]

Everywhere same problem, contact your college for more clear copy, all the best

[@kshitijpatil9305]

hello sir where are you from????

[@Javid_111]

Exam problem direct 🤗

[@BipinBihariSingh1]

But IS code recommends that distance between the corner bars should not be greater than 300mm .
If so then we should change the arrangement of longitudinal bars.

[@praveenkrsahu6355]

I THINK IT IS FOR BEAMS WITH TORSION OR SIDE REINFORCEMENT

[@vjyvncnt]

Can you provide a clear readable sp16 chart for column? Can you draw how the graph draw manually

[@structuralanalysisanddesign]

manually??

[@vjyvncnt]

All About Structural Analysis and Design Interaction digram how we can make sp 16 page 100-102 its explaine but how we draw
Please share the link sp 16 readable graph sir

[@RAHULMISHRA-mx5mj]

Sir please diploma level rcc ki video baniye

[@structuralanalysisanddesign]

Its both diploma and BE level