Y1=110+10/2=115mm
Y2=110/2=55mm
A1=60∗10=600mm2
A2=8∗110=880mm2
Y=(A1∗Y1+A2∗Y2)/(A1+A2)=(115∗600+55∗880)/(600+880)=79.32mm
Moment of enertia rectangle 1:
I1=1/12∗b∗d3+a1∗h12
b = 60 mm
d = 10 mm
h1=10/2+(110−79.32)=5+30.68=35.68mm
I1=1/12∗60∗103+600∗35.683=7.69∗105mm4
moment of inertia rectangle 2:
I2=1/12bd3+a2h22
b = 8 mm
d = 110 mm
h2=79.32−55=24.32mm
I2=1/12∗8∗1103+880∗24.322=14.07∗105mm4
second moment of area x-axis:
Ixx=I1+I2=7.69∗105+14.07∗105=21.76∗105mm4
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