For beam A we have dimension as LA= 2.5 inch, BA=1.5,HA=0.5inch 
for flexural modulus we know that
EF=bd3L3m=1.5×0.532.53×m=41.67m 
Similary, for the beam B which has dimension given as  1.5×1.5×0.75 
EF=bd3L3m=1.5×0.7531.53×m=4m 
So here we are getting different flexural modulus for beam A and beam B
The flexural modulus of A is more than that of B
                             
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