The group of four bolts shown below is subjected to factored loads Pux-100 kip, Puy=75 kip. The bolts are 1" in diameter ASTM A325-N (threads included in shear plane). Filler plates are not used. Ignoring hole bearing strength (tear-out or hole deformation) requirements, determine whether the bolt group is adequate to function as a (a) bearing-type connection, (b) slip-critical connection (assume clean mill scale).

The group of four bolts shown below is subjected to factored loads Pux-100 kip, Puy=75 kip. The bolts are 1" in diameter ASTM A325-N (threads included in shear plane). Filler plates are not used. Ignoring hole bearing strength (tear-out or hole deformation) requirements, determine whether the bolt group is adequate to function as a (a) bearing-type connection, (b) slip-critical connection (assume clean mill scale).

Steel Design (Activate Learning with these NEW titles from Engineering!)

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter7: Simple Connections

Section: Chapter Questions

Problem 7.6.4P

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