The group of 6-bolts connection subjected to eccentric load P=30 kips as shown in figure. The diameter of each bolt is d=0.8 inch. Apply the elastic method to calculate the Maximum shear force in a bolt.

The group of 6-bolts connection subjected to eccentric load P=30 kips as shown in figure. The diameter of each bolt is d=0.8 inch. Apply the elastic method to calculate the Maximum shear force in a bolt.

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 8.2.4P

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Concept explainers

Beams

In structural engineering, a beam is a component made of a variety of materials (including steel alloys, and wood) that can resist loads applied laterally to the beam axis. Members, elements, rafters, shafts, and purlins are all terms used to describe beams.

Question

The group of 6-bolts connection subjected to
eccentric load P=30 kips as shown in
figure. The diameter of each bolt is d=0.8 inch.
Apply the elastic method to calculate the
Maximum shear force in a bolt.
6"
P=30 kips
26"
|
+
6"
L2
L1: 5
L2: 6
d=0.8"
L1

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