Problem 1.6-6A steel plate of dimensions 2.5 3 1.2 3 0.1 m ishoisted by a cable sling that has a clevis at each end (see figure).The pins through the clevises are 18 mm in diameter and arelocated 2.0 m apart. Each half of the cable is at an angle of 32°to the vertical. For these conditions, determine the average shear stress taverin the pins and the average bearing stress sbbetween the steelplate and the pins.SECTION 1.6Shear Stress and Strain292.0 mSteel plate(2.5 ×1.2 ×0.1 m)Cable sling32°32°ClevisPSolution 1.6-6Steel plate hoisted by a slingDimensions of plate: 2.531.230.1 mVolume of plate: V5(2.5) (1.2) (0.1) m50.300 m3Weight density of steel: g577.0 kN/m
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