(a)
Let a1 and a2 be the area of the vertical and horizontal section of the T-shaped bea.
Now,a1 = a2 = 300*50 = 15000 sq. mm
Now,summation of area(a)= a1+a2
= 15000+15000
= 30000 sq. mm
(b)
Let x1 and x2 the position of centroid in the x direction.
As the beam is symmetrical along the y-axis.
So,
x1=x2= 0 mm
Hence,
Summation of (XA) = 0.
(c)
Now let y1 and y2 the distance of centroid of the vertical and horizontal axis respectively from the reference position shown .
Now,
y1 = 150 mm
y2 = 300+25 = 325 mm
Now,
Summation of YA= a1y1+a2y2
= (15000*150)+(15000*325)
= 7125000 cu. mm
(d)
Now centroid (y)
= summation YA/summation of area
= 7125000/30000
= 237.5 mm = 238 mm
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