Answer:
d = 16.20 mm
Step-by-step 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

Number of bolts required is 3
shear force exerted by single bolt

Allowable shear stress

we know that
stress = force/area

solving for d
d = 16.20 mm