A bolted joint is shown below. The maximum shear stress , in MPa, in the bolts at A and B, respectively are
A
242.6,42.5
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B
42.5,242.6
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C
42.5,42.5
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D
60.15,343.64
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Solution
The correct option is A242.6,42.5 FA=FB=FC=103kN F′A=P.e.rr2A+r2B+r2e =10×103×150×40402+02+402 F′A=18.75kN=F′C
Shear load at A and C FR=√F2A+F12A⇒√3.332A+18.752 FR=19.04kN τmax=19.04×103π4×102 (τmax)A.C=242.5MPa(τmax)B=42.44MPa