Answer:
d = 16.20 mm
Explanation:
Given data:
palte dimension = 50mm wide and 11.2 mm thick
yield strength of steel 250 MPa = 250 N?mm^2
ultimate bearing strength of bolt = 540 MPa
factor of safety with respect to yield for plate is 1.67
factor of safety with respect to yield for bolts is 4.0
cross sectional area = 50* 11.2 = 560 mm^2
plate strength [tex]= \frac{560 \times 250}{1.67} = 83832 N[/tex]
Number of bolts required is 3
shear force exerted by single bolt [tex]= \frac{83832}{3} = 27844 N[/tex]
Allowable shear stress [tex]= \frac{540}{4} = 135 N/mm^2[/tex]
we know that
stress = force/area
[tex]135 \times \frac{\pi\times d^2}{4} = 27844 [/tex]
solving for d
d = 16.20 mm