A rectangular steel bar of length 500 mm, width 100mm, and thickness 15 mm is cantilevered to a 200 mm steel channel using 4 bolts, as shown.

For an external load of 10 kN applied at the tip of the steel bar, the resultant shear load on the bolt at B, is _______ kN

1
2.5 kN
2
10 kN
3
16 kN
4
18.5 kN

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