non-permanent joint
Bolted and Riveted Joints Loaded in Shear [see Budynas p. 451-458]:
Show/Hide Equations


\tau=\frac{F}{A_{s}} =\frac{4F}{\pi D^{2}}

S_{sy}=0.577 S_{y} \Longrightarrow n = \frac{S_{sy}}{\tau}

A_{b}=min(d1,d2)D

A_{t}=min(d1,d2)(w-D)

According to Budynas, in a bolted joint, shear is taken by clamping friction, and bearing does not exist. When bolt preload is lost, one bolt begins to carry the shear and bearing until yielding slowly brings other fasteners in to share the shear and bearing.

(1) Standard bolt dimensions, (2) Bolt yield strength , (3) Joint Yield Strength.

Bolt Nominal Dia. (D): Joint Load (F): Bolt Yield Strength (S_{y}):
Inches Pounds kpsi
Joint thickness (d1): Joint thickness (d2): Joint Width (w):
Inches Inches Inches
Joint Yield Strength (S_{y}): kpsi

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