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Statics
Chapter 9
Centroids and Centre
of Gravity
Eng. Iqbal Marie
Hibbeler, Engineering Mechanics: Statics,12e, Prentice Hall
Center of Gravity
The center of gravity G is a point
which locates the resultant weight of
a system of particles.
The weights of the particles is
considered to be a parallel force
system. The system of weights can be
replaced by a single weight acting tat
the Center of Gravity.
n
1i
iR WW
n
1i
i
i
n
1i
i
n
1i
i
i
n
1i
i
n
1i
i
i
n
1i
i
W
Wz~
z
W
Wy~
y
W
Wx~
x
n
1i
i
i
n
1i
i
n
1i
i
i
n
1i
i
n
1i
i
i
n
1i
i
m
mz~
z
m
my~
y
m
mx~
x
Center of Mass
Because the acceleration due to gravity, g, is constant, W=mg.
Therefore, when we treat an object as a particle, we can concentrate
all the mass at the same point G. The location of the c.g. and the
location of the centre of mass coincide, at the centroid of the
object.
Centroid of an Area
A
A
A
A
A
A
dA
dAz~
zdA
dAy~
ydA
dAx~
x
9.2 Center of Gravity and Centroid for a Body
The centroid of the area coincides with the center of symmetry.
Locate the Centroid of the area shown
A
A
A
A
A
A
dA
dAz~
zdA
dAy~
ydA
dAx~
x
Centroids of
Common
Shapes of
Areas
9.3 Centroids – Composite Areas
1. break up a shape into smaller, simpler shapes.
2. Find area of each shape
3. Locate the centroid of each shape from the given
axes
4.Then use the equations to find the centroid for the
whole area
Composite Bodies
Ai xi yi zi xiAi yiAi ziAi
1
2
Sum Ai Aixi Aiyi Aizi
i i
T
i i
T
1
1
x x AA
y y AA
Find the centroid of the given body
from the shown x- and y- axes
A2
A1
i i
T
i i
T
1
1
x x AA
y y AA
Body Area(mm2) x (mm) y(mm) x*Area (mm3) y*Area (mm3)
Triangle 3600 40 40 144000 144000
Square 12000 60 110 720000 1320000
Sum 15600 864000 1464000
centroid (x) 55.38 mm
centroid (y) 93.85 mm
For the plane area shown, determine the first moments with
respect to the x and y axes and the location of the centroid
with respect to the shown x-and y axes
23
33
mm1013.828
mm107.757
A
AxX mm 8.54X
23
33
mm1013.828
mm102.506
A
AyY mm 6.36Y
Force on a Submerged Surface
The pressure acts as a function of depth.
gH
R H
*width
*width
F y P
yg
1
* *width2
R d dg
A 3- by 3 ft gate is placed in a wall below water level as shown.
Determine the magnitude and location of the resultant of the forces
exerted by the water on the gate. (g =62.4 lb/ft3)
MULTIPLY by the width (3 ft)
1
2
374.4 lb/ft 3 ft 1123.2 lb
1936 lb/ft 374.4 lb/ft 3 ft
2
842.4 lb
F
F
1
2
3 ft5 ft 3.5 ft
2
3 ft5 ft 4.0 ft
3
x
x
1 2
Total force is 1965.6 lb at 3.71 ft
from the surface.
Force Area(lb) x (ft) x*Area (lb-ft)
Uniform 1123.2 3.5 3931.2
Triangular 842.4 4 3369.6
Sum 1965.60 7300.80
centroid (x) 3.71 ft
1965.6 lb
3.71 ft
3 ft