Part 1 - Tension Member, Steel Connection (2001 & 2015 NSCP)

Part 2: • Part 2 - Tension Membe...
CONCEPT IN THIS VIDEO
Given some data of a slip-critical tension connection, how do we solve for the safe live load Using the 2001 and 2015 NSCP?
Other concepts discussed:
- Gross area yielding
- Net area rapture
- Block shear (shear rapture)
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[@servanthood6135]

Thank you sir for sharing your videos.

[@garrykiethfajardoescucha]

thank you for this engr. God bless u

[@jhisoler9011]

Salamat Sir Gille..

[@luffy7728]

Thank you sir more videos po sana regarding to this topic😊

[@mcpaptv4578]

Thank you so much po..🥰

[@twonut8998]

Thanks sir!

[@percibalfelicesjr4203]

Thanks Sir

[@thebalancer906]

🙏thanks

[@malekstouhi1328]

does anyone know or have any videos that use the canadian book (cisc)?

[@rodrigorocha6098]

What software did you use to generate these illustrations?

[@Kia-lv6ci]

Sir paano po pag nagtruss analysis, and may nakuhang force ng isang member in tension, yun po ba yung magiging dead load or live load? Thank you sir.

[@emmaarmada9224]

welded connection sir please, thank you 😊

[@rongerbyfelix8651]

24mm na po, nag add pa ng 1.6mm sa 9:56 sir?

[@carltolentino2044]

oversized ata ginamit ni sir pre