A riveted butt joint is shown below. The diameter of the
rivets is 7/8 inch. The width of the plates is 9 inches, and the
thickness of the plates is 3/4 inch. The allowable stresses are
as follows:
Rivets: t = 15, 000
psi st = 32, 000 psi sc = 34, 000 psi
Plate: t = 14,000 psi st = 28, 000 psi sc = 30, 000 psi
A.)
Calculate the strength of the joint.
B.) Calculate the efficiency of the joint.
Part A:
1). Pshear
= n(pd2/4)trivets =
16(p*(0.875 in)2/4)(15,000 psi) = 144,300
lb
2). Pbearing = n(d*t)sC = 8(0.875 in* 0.75 in)(30,000 psi) = 157,500 lb
3). Pplate,row 1 = (w - nd)t*sT = (9 in - (2* 0.875 in))(0.75 in)(28,000 psi) =
152,250 lb
(6/8) Pplate,row 2 = (w - nd)t*sT = (9 in - (3* 0.875 in))(0.75 in)(28,000 psi) =
133,875 lb
Pplate,row 2 = (8/6)(133,875 lb)
= 178,500 lb
Then strength of joint equals lowest load causing failure = 144,300 lb
Part B:
efficiency = strength of joint/strength of solid plate = strength/(w*t)sT, plate =
144,300 lb/ (9in*0.75in)(28,000 psi) = .763