How to calculate the diameter of anchor bolts that can resist tensile and shear force

This video shows how to calculate the diameter of anchor bolts that can resist tensile and shear force.
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[@sothattheng8624]

Thanks for your sharing! hope to see more with steel beam design in AISC.

[@joelmaim8925]

Thank you very much sir for the detailed explanation....Keep do what you do best...God bless

[@pinoyce]

Thank you

[@vhs2027]

Where is table 510.3.2 from? Also thank you very helpful video.

[@pinoyce]

It is from NSCP 2015 which is also derived from AISC 360-16 Table J3.2.

[@krnloveee]

can i ask if what part of the nscp book can I see the tension area of the bolt diameter? thank you so much

[@pamela3005]

Same question po, I wonder if you have the answer already?

[@dominiquelouisecorpuz2107]

san po galing yung 120kn?

[@SkipToMyLouuuu]

can you have an example for shear strength? is it 0.45(0.45)(248)?

[@pinoyce]

For shear strength, the solution would be like this:
ΦVn = Φ*Fnv*Ab = 0.75*(0.45*400)*Ab

[@SkipToMyLouuuu]

@@pinoyce so sir 0.75(30,000) = 0.75(0.45)(400)(Ab) tama po sir?

[@pinoyce]

you need to get first the Shear Force from the structural analysis...Let's say if you have an ultimate shear force Vu = 80,000 N / 4bolts = 20,000 N = 0.75*(0.45*400)*Ab.
Ab = 148.15sqm. hence, use 16mm diameter bolt.

[@arihandoko6680]

@@pinoyce the unit must be mm2 or m2, sir ?

[@querieson8534]

Pano po pag may shear at tensile force?

[@pinoyce]

For combined Tension & Shear in bearing type connections, Rn = F'nt*Ab, where F'nt = 1.3Fnt - Fnt*fv/ΦFnv ≤ Fnt. F'nt is the nominal tensile stress modified to include the effects of shearing stress. Please refer to section 510.3.7 of the NSCP 2015. Soon, I will create another video for this one.

[@khalidwleed_r]

@yamanye1348