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Chapter I : MOMENTS
I-1Conversion of units
1kgf=1daN 1hp = 0.745699872 kW
1bar=100,000Pa (N/m2
) 1 MPa = 1,000,000 Pa =10bars
1ton=1000N 1daN/mm2
=10MPa or N/mm2
1hectar=10,000m2
1 dm3
= 0.001 m3
= 1 L
I-2 Forces
Forces (P, A0/1 or A1/0) are vectors so they have:
 Points of application(P.A.)( G and A )
 line of action or support or direction
 Sense of direction (→)
 Magnitude or intensity(I)
I-3 Bill of external forces
Upon isolating 1 from o we have the following bill of external forces:
Force P.A Direction sense Intensity(N)
A0/1 A AG or ?
P G AG or 20
I-4 Representing forces on Cartesian coordinates
G
A
1
0
α
y
x
R
R =Xi+Yj = ǁRǁ(Cosαi+sinαj)
ǁRǁ= √ (X2
+Y2
)
2
I-5 Moments (M)
A moment is the near turning effect of an object. It is usually calculated in two
different ways:
a) scalar product formula
b) vector product formula
Consider the cantilever beam below, with a force of magnitude 10N applied
to its free end at an angle Ø, at point A.
By Pythagoras theorem on OIA, IA=4m
Y
X
Ø
3m
10N
A
1
O
I
2
5m
G
Assumption
Mass of piece is 1.2kg, g=10N/kg
Point O: pivot or turning point.
REVISION
 Pythagoras theorem: R2
=X2
+ Y2
 Sine rule:
𝑄
𝑆𝑖𝑛𝑞
=
𝑃
𝑆𝑖𝑛𝑝
=
𝑅
𝑆𝑖𝑛𝑟
 Cosine rule: R2
=P2
+Q2
-2PQCosr
 Sine curve
 Cosine curve
 Sine, cosine and tangent of angles (SOHCAHTOA)
 Isosceles and equilateral triangles.
P Q
R
r
q p
3
Point A: point of action of the force
Point I: point of intersection of the perpendicular distance (OI) from pivot
to line of action (AI) of force.
Upon isolating piece 1
The force at A can be denoted as follows:
ǁA2/1 ǁ= 10N is known as its magnitude, or scalar form of the force.
A2/1 = Ax2/1i+ Ay2/1j
= ǁA2/1ǁ (CosØi +SinØj) is the denotation for its vector form.
Its weight can be denoted as: P=mg
P=-12Nj
ǁ P ǁ=12N
ǁOG ǁ=2.5, OG=2.5i
The link or joint force can be denoted as:
O0/1 =Ox0/1+Oy0/1
Similarly the distance OI can be express in both the scalar and vector form
as follows:
ǁ OI ǁ=3m, OI = OIX +OIY =OGi+ GIj
Method 1: scalar product formula
a) Moment=force x perpendicular distance from pivot to line of action of the force
b) Moment=perpendicular component of the force to the distance from pivot x
the distance.
Conventionally anticlockwise moment is positive and vice versa, denoted
5m
3m α
90-α
XWe can find α by trigonometry
Cosα =
x
3
Cos 90 − α = Sinα =
x
4
tanα =
3
4
α=37˚
I
O
OI=3Sin37⁰i-3cos37⁰j
4m
y
x
+
+
+
4
We can determine the moments at O, denoted (M0)
a) M0 =ǁ A2/1ǁ x ǁ OI ǁ+ ǁPǁ x ǁOGǁ
M0 =10x3-12x 2.5=0N
b) M0 =10sinØ x5-12x 2.5=0
→50sinØ=30
SinØ=3/5 → Ø=37˚ (Hence)
Method 2: vector product method
MO (A2/1)= A2/1 ˄ OI= (Ax2/1 + Ay2/1) ˄ (OIX +OIY )= OIY X Ax2/1- OIX X Ay2/1
→ǁA2/1ǁ(cosØi +sinØj)˄ (3Sin37⁰i-3cos37⁰j)
→ (10cosØi + 10sinØj) ˄ Sin i − os )
→-30cosØcos37⁰-30sinØsin37⁰ with Ø=37⁰
→-30(cos2
Ø+sin2
Ø) =-30Nm hence
Likewise
MO(P)= P˄OG= 12j˄2.5i=30 hence
→MO =MO (P+A2/1)=-30+30=0Nm( hence verified that the two methods are the
same)
+
+

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Conversion and Forces

  • 1. 1 Chapter I : MOMENTS I-1Conversion of units 1kgf=1daN 1hp = 0.745699872 kW 1bar=100,000Pa (N/m2 ) 1 MPa = 1,000,000 Pa =10bars 1ton=1000N 1daN/mm2 =10MPa or N/mm2 1hectar=10,000m2 1 dm3 = 0.001 m3 = 1 L I-2 Forces Forces (P, A0/1 or A1/0) are vectors so they have:  Points of application(P.A.)( G and A )  line of action or support or direction  Sense of direction (→)  Magnitude or intensity(I) I-3 Bill of external forces Upon isolating 1 from o we have the following bill of external forces: Force P.A Direction sense Intensity(N) A0/1 A AG or ? P G AG or 20 I-4 Representing forces on Cartesian coordinates G A 1 0 α y x R R =Xi+Yj = ǁRǁ(Cosαi+sinαj) ǁRǁ= √ (X2 +Y2 )
  • 2. 2 I-5 Moments (M) A moment is the near turning effect of an object. It is usually calculated in two different ways: a) scalar product formula b) vector product formula Consider the cantilever beam below, with a force of magnitude 10N applied to its free end at an angle Ø, at point A. By Pythagoras theorem on OIA, IA=4m Y X Ø 3m 10N A 1 O I 2 5m G Assumption Mass of piece is 1.2kg, g=10N/kg Point O: pivot or turning point. REVISION  Pythagoras theorem: R2 =X2 + Y2  Sine rule: 𝑄 𝑆𝑖𝑛𝑞 = 𝑃 𝑆𝑖𝑛𝑝 = 𝑅 𝑆𝑖𝑛𝑟  Cosine rule: R2 =P2 +Q2 -2PQCosr  Sine curve  Cosine curve  Sine, cosine and tangent of angles (SOHCAHTOA)  Isosceles and equilateral triangles. P Q R r q p
  • 3. 3 Point A: point of action of the force Point I: point of intersection of the perpendicular distance (OI) from pivot to line of action (AI) of force. Upon isolating piece 1 The force at A can be denoted as follows: ǁA2/1 ǁ= 10N is known as its magnitude, or scalar form of the force. A2/1 = Ax2/1i+ Ay2/1j = ǁA2/1ǁ (CosØi +SinØj) is the denotation for its vector form. Its weight can be denoted as: P=mg P=-12Nj ǁ P ǁ=12N ǁOG ǁ=2.5, OG=2.5i The link or joint force can be denoted as: O0/1 =Ox0/1+Oy0/1 Similarly the distance OI can be express in both the scalar and vector form as follows: ǁ OI ǁ=3m, OI = OIX +OIY =OGi+ GIj Method 1: scalar product formula a) Moment=force x perpendicular distance from pivot to line of action of the force b) Moment=perpendicular component of the force to the distance from pivot x the distance. Conventionally anticlockwise moment is positive and vice versa, denoted 5m 3m α 90-α XWe can find α by trigonometry Cosα = x 3 Cos 90 − α = Sinα = x 4 tanα = 3 4 α=37˚ I O OI=3Sin37⁰i-3cos37⁰j 4m y x + + +
  • 4. 4 We can determine the moments at O, denoted (M0) a) M0 =ǁ A2/1ǁ x ǁ OI ǁ+ ǁPǁ x ǁOGǁ M0 =10x3-12x 2.5=0N b) M0 =10sinØ x5-12x 2.5=0 →50sinØ=30 SinØ=3/5 → Ø=37˚ (Hence) Method 2: vector product method MO (A2/1)= A2/1 ˄ OI= (Ax2/1 + Ay2/1) ˄ (OIX +OIY )= OIY X Ax2/1- OIX X Ay2/1 →ǁA2/1ǁ(cosØi +sinØj)˄ (3Sin37⁰i-3cos37⁰j) → (10cosØi + 10sinØj) ˄ Sin i − os ) →-30cosØcos37⁰-30sinØsin37⁰ with Ø=37⁰ →-30(cos2 Ø+sin2 Ø) =-30Nm hence Likewise MO(P)= P˄OG= 12j˄2.5i=30 hence →MO =MO (P+A2/1)=-30+30=0Nm( hence verified that the two methods are the same) + +