(2)Anchor Bolt Design in column bases, Base plate design.

[@Amanwahab2410]

explained very well. God bless you sir

[@civilbasics21]

Thanks and welcome

[@arupkaran20]

Thank you sir, I have needed this design very urgently... thanks for your cooperation

[@civilbasics21]

So nice of you

[@manabdas7876]

Thanks sir...Hope we get more from your knowledge

[@arunsingh83]

Sir how to calculate reinforcement in pedastal to avoid any shear or tension failure so that bolt can't leave out from concrete....if large amount of moments ans shear force acting on column..as concrete is weak in tension...

[@adityaawasthi6839]

Sir Last mein Tensile capacity Nu formula kahan diya hai? Is it any code?

[@civilbasics21]

It is as per Apendix D ofACI 318-02.

[@rustampradh]

Hello sir, Can you tell which code you have referred to calculate length of anchor bolt.

[@civilbasics21]

For length of anchor bolt....Appendix D of ACI 318-02 and For minimum embedded length.... Clause 10.3.3.2 0f is 800-2007 I got it from steel Structure by S K Duggal.

[@SABAK-01]

​@@civilbasics21 Sir, what about development length criteria as per IS456 ? Will it applicable to find out embedment length of anchor ??

[@MsArzu333]

great video

[@civilbasics21]

Glad you enjoyed it

[@raviprasadvoletiBR16L]

Sir, Practically there will be forces act in Fx & Fz direction also, how to check the Base Plate/Bolts safety against those forces?

[@civilbasics21]

Check for shear strength of anchor bolt.

[@raviprasadvoletiBR16L]

@@civilbasics21 Thanks for your prompt reply Sir.

[@jeremyemmanuel6994]

Morning sir, if the moment not only one direction but 2 direction Mx and My. This results from Etabs or SAP 2000, How to calculate the anchor bolt in base plate ? Thank you for your attention.

[@civilbasics21]

I will try

[@jeremyemmanuel6994]

@@civilbasics21 thankyou sir

[@aishwaryasurve2157]

Thank you sir! 🙏

[@507_khushidamania8]

Thank you so much sir👍😇

[@sidharthgautam3175]

Thanks sir