"Y1 = 110+10\/2=115 mm"
"Y2 = 110\/2=55mm"
"A1= 60*10=600 mm^2"
"A2=8*110=880 mm^2"
"Y= (A1*Y1+A2*Y2)\/(A1+A2)= (115*600+55*880)\/(600+880)=79.32mm"
Moment of enertia rectangle 1:
"I1=1\/12*b*d^3+a1*h1^2"
b = 60 mm
d = 10 mm
"h1=10\/2+(110-79.32)=5+30.68=35.68 mm"
"I1=1\/12*60*10^3+600*35.683=7.69*10^5 mm^4"
moment of inertia rectangle 2:
"I2=1\/12bd^3+a2h2^2"
b = 8 mm
d = 110 mm
"h2=79.32-55=24.32 mm"
"I2=1\/12*8*110^3+880*24.322=14.07*10^5 mm^4"
second moment of area x-axis:
"Ixx=I1+I2=7.69*10^5+14.07*10^5=21.76*10^5mm^4"
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