A steel bar of 10×50mm is cantilevered with two M12 bolts (P and Q) to support a static load of 4kN as shown in the figure.
The resultant shear stress on bolt P is closest to :
A
132MPa
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B
178MPa
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C
159MPa
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D
195MPa
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Solution
The correct option is C159MPa Resultant shear load on bolt P RP=20kN−2kN =18kN (here d=12mm) τmax=18×103π4(12)2=159MPa