Find the principal shear stress in the top bolts in terms of area A?
(a) None of the listed
(b) 5309.2/A
(c) 6308.2/A
(d) 6980.4/A
I was asked this question in a job interview.
My question is taken from the Eccentric Loaded Perpendicular to axis of Bolt concept in module Threaded Joints of Machine Design