For the following problem, unless noted otherwise, refer to Appendices F and/or G for necessary mechanical properties. Unless noted otherwise, assume gray cast iron, as appropriate.
A concrete cylinder, 6-in. in diameter, was loaded in axial compression and failed on a plane inclined at approximately 45° with the axis of the cylinder. The load on the cylinder at failure was 67 kips. Calculate the shear stress on the failure plane.
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