4.22. For the eccentric connection of the accompanying figure, causing shear and tension on the fasteners connecting the angles to the column flange; deter- mine the number and spacing of -in.-diam bolts required to make the connection to the -in. col- umn flange. The load is 5 kips dead load and 35 kips live load. (a) Use a bearing-type (A325-X) connection. (b) Use a slip-critical (A325-SC) connection.

4.22. For the eccentric connection of the accompanying figure, causing shear and tension on the fasteners connecting the angles to the column flange; deter- mine the number and spacing of -in.-diam bolts required to make the connection to the -in. col- umn flange. The load is 5 kips dead load and 35 kips live load. (a) Use a bearing-type (A325-X) connection. (b) Use a slip-critical (A325-SC) connection.

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 7.9.1P

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