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Question

A steel bar of 10×50 mm is cantilevered with two M12 bolts (P and Q) to support a static load of 4 kN as shown in the figure.

The primary and secondary shear loads on bolt P, respectively, are

A
20 kN,0 kN
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B
0 kN,20 kN
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C
20 kN,2 kN
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D
2 kN,20 kN
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Solution

The correct option is D 2 kN,20 kN

Primary shear load due to P1
Pp=P1n=42=2 kN
Now for secondary shear load effect of P and P2
TM=P×e=8×106 Nmm
Ps1r1+Ps2r2=P×e
Ps1r1[r21+r21]=P×e
Ps1=Ps2
r1=r2
Ps1200[2×(200)2]=8×106
Ps1=Ps2=20,000 N=20 kN

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