Answered: For the bolted shear splice shown below…

For the bolted shear splice shown below determine its maximum capacity (kips) if the bolt is given as 1.0-in. dia. A325-N. Assume the plates are adequate for all limit states.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter8: Eccentric Connections

Section: Chapter Questions

Problem 8.2.9P

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Concept explainers

Load and resistance factor design

Load and resistance factors design (LRFD), also known as Limit state design (LSD), refers to the design method used in building engineering. A boundary condition is a condition of a structure where it can no longer meet the relevant design requirements. The condition may refer to the load level or other actions on the structure, while the terms refer to the integrity of the structure, suitability for use, durability, or other design requirements. A structure designed for LRFD is limited to keeping track of all possible actions during its design time and is always ready for use, with the appropriate level of reliability in each boundary condition. LRFD-based construction codes clearly define the appropriate levels of reliability in their instructions.

Question

For the bolted shear splice shown
below determine its maximum
capacity (kips) if the bolt is given as
1.0-in. dia. A325-N. Assume the
plates are adequate for all limit states.
1
I
I
I
I
1
1
I

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