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36. A rectangular steel bar of length 500 mm, width 100 mm, and thickness 15 mm is cantilevered to a 200 mm steel channel
36. A rectangular steel bar of length 500 mm, width 100 mm, and thickness 15 mm is cantilevered to a 200 mm steel channel using 4 bolts, as shown. 200 B Steel channel 50 D 50 50 50 100 100 Steel bar 300 Not to scale Dimension in mm F = 10 kN 200 For an external load of 10 kN applied at the tip of steel bar, the resultant shear load on the bolt at B, is kN (round off to one decimal place). 37. In a turning process using orthogonal tool geometry, a chip length of 100 mm is obtained for an uncut chip length of 250 mm. The cutting conditions are: cutting speed = 30 m/min, rake angle = 20. The shear plane angle is degrees (round off to one decimal place).
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