Design steel connection of Structural bolts required to hold three plate sections of 15” x 0.75” each. The dead load at the connection is 30 kips & live load is 125 kips. All members are made of A442 steel (fy=50 ksi & fu=65 ksi). Use A325 structural bolts of 0.75” diameter having fv=50 ksi and fu=120 ksi with threads excluded from shear plane arranged with three lines of bolts.

Design steel connection of Structural bolts required to hold three plate sections of 15” x 0.75” each. The dead load at the connection is 30 kips & live load is 125 kips. All members are made of A442 steel (fy=50 ksi & fu=65 ksi). Use A325 structural bolts of 0.75” diameter having fv=50 ksi and fu=120 ksi with threads excluded from shear plane arranged with three lines of bolts.

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

6th Edition

ISBN:9781337094740

Author:Segui, William T.

Publisher:Segui, William T.

Chapter3: Tension Members

Section: Chapter Questions

Problem 3.6.5P

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