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Truss: Graphical Method Theory of Structure - I
Lecture Outlines Bow’s
Notation
Maxwell
Diagram
Interpretation
Department of
of Maxwell Diagram
2
Bow’s Notation In
this system, the spaces between lines of action of the forces acting on the joints of the truss are given a lowercase letter.
Any
force is correspondingly designated by the letters of the two spaces separated by its line of action.
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eh
ef
b
g a
c
h
f
i j
d
e
Department of
4
eh
ef
b
g a
c
h
f
i j
d
e
Department of
5
Maxwell’s Diagram Maxwell
diagram is the second step while calculating the forces in truss members by Graphical Method, after Bow’s notation.
Force
polygon is drawn first at some suitable
scale.
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b
g a
c
h
f
a
i j
b
d
e c
e
FORCE POLYGON
Department of
d
7
After
completing the force polygon of applied forces and reactions, we will locate the intermediate points f, g, h, i, j.
The
points will be located by drawing the lines in true sense surrounding these points.
For
example, af and ef are drawn and where they will intersect, they will give the point f.
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8
b
g a
c
h
i
f
d
j e
a
i j
b h
c
f
Department of
e
g
d
9
Interpreting Maxwell Diagram We
can find the following attributes of the truss member from the Maxwell diagram.
Magnitude of the force Sense of the force (tension or compression)
Length
of the line af will show the magnitude of the force in member af.
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To
find the sense, draw FBD of joint A and read clock wise.
Direction
of af is downward and towards the joint A means the force will be directed towards the joint.
Force
directing towards the joint is compressive and af will be in compression.
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b B a
g
c
h
i
f
A
j
d
e a
b e f
Department of
c
d
12
For
cross checking, take joint B and read clock wise.
Now
it reads fa. Now fa is directing upward i.e., towards joint B, hence af or fa will be in compression.
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Example For the same truss use the Graphical Method to construct a Maxwell diagram and find the forces in the members 4 bays @ 3m
1kN
3m
2kN
2kN
2kN
1kN
45o
R1=4kN
R2=4kN
First find the reactions. Using symmetry R1 = R2 = 8/2 = 4kN
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First annotate using Bow’s Notation (label spaces between members and forces) 4 bays @ 3m
2kN
1kN
b 3m
a h
i
2kN
c j
2kN
d
k
l
m
1kN
e n
0
f
g R1=4kN
R2=4kN
First find the reactions. Using symmetry R1 = R2 = 8/2 = 4kN
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Next select a scale and draw a line representing all the loads and reactions all the loads are vertical so is the line the line is the line a,b,c,d,e,f (ag, gf) ab = 1, bc = 2,...etc ag = 4, gf = 4 begin with a zone near a reaction, e.g h ah is vertical and gh is horizontal meet at g (h & g at same point) hg is 0
i
Proceed to k in same way and half the truss is solved
4
b
3 2
k
take next zone i l bi is horizontal and ih is at 45o draw these lines they meet at i Now ij is vertical and jg is horizontal. This locates j
a
jm
n
c
1
g ho 0 scale d for forces e f
Measure all lines this gives the force in each member need to use a special convention to determine tension or compression
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