For the eccentric shear loading of the accompanying figure, two vertical lines of ¾ inch diameter A325 bolts are to be used having a vertical spacing of 3 inches. Select the proper number of bolts for a bearing type A325X connection. The load is 50% dead load and 50% live load. Use the elastic (vector) method & LRFD. For the eccentric shear loading of the accompanying figure, two vertical lines of % inch diameter A325bolts are to be used having a vertical spacing of 3 inches. Select the proper number of bolts for a bearingtype A325X connection. The load is 50% dead load and 50% live load. Use the elastic (vector) method &LRFD.3"Top row of bolts25k

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Answered: For the eccentric shear loading of the…

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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For the eccentric shear loading of the accompanying figure, two vertical lines of ¾ inch diameter A325
bolts are to be used having a vertical spacing of 3 inches. Select the proper number of bolts for a bearing
type A325X connection. The load is 50% dead load and 50% live load. Use the elastic (vector) method &
LRFD.

For the eccentric shear loading of the accompanying figure, two vertical lines of % inch diameter A325
bolts are to be used having a vertical spacing of 3 inches. Select the proper number of bolts for a bearing
type A325X connection. The load is 50% dead load and 50% live load. Use the elastic (vector) method &
LRFD.
3"
Top row of bolts
25k

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