The correct option is D 3:π
δ=Wl33YI, where W=load, l=length of beam, I=moment of inertia=bd312 for rectangular beam, and for square beam, b=d. Thus, I1=b412
Now, for circular cross section, I2=[πr44]
∴δ1=Wl3×123Yb4=4Wl3Yb4
and δ2=Wl33Y(πr$/4)=4Wl33Y(πr4)
Thus, δ1δ2=3πr4b4=3πr4(πr2)2=3π
(∵b2=πr2 as they have same cross sectional area)