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.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

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.
8"
40k
Column
flange
2 angles
A36 steel
Contact
surface for
Prob. 4.22
Fastener line for Prob. 4.20
Problems 4.20 and 4.22
4" spacing
of bolts

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