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Transcript of CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 3: Analysis of Statically Determinate...
![Page 1: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 3: Analysis of Statically Determinate Trusses.](https://reader033.fdocuments.in/reader033/viewer/2022061412/56649cfe5503460f949ce3cf/html5/thumbnails/1.jpg)
CIVL3310 STRUCTURAL ANALYSIS
Professor CC Chang
Chapter 3: Chapter 3: Analysis of Statically Determinate Analysis of Statically Determinate
TrussesTrusses
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Common Types of Trusses
Truss: composed of slender members joined together at their end points
Connections: bolt or weld the ends of the members to a common plate called gusset
Planar trusses is often used to support roof or bridges
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Common Types of Trusses
Roof Trusses Used as part of an industrial building frame Roof load is transmitted to
the truss at the joints by means of a series of purlins
To keep the frame rigid, knee braces are sometimes used at the supporting column
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Common Types of Trusses
Roof Trusses
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Common Types of Trusses
Bridge Trusses Load on the deck is transmitted to the stringers
floor beams joints of supporting side truss
Top & bottom cords of these side trusses are connected by top & bottom lateral bracing resisting lateral forces
For a long span truss, a roller is used at one end for thermal expansion
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Common Types of Trusses
Bridge Trusses
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Common Types of Trusses
Assumptions for Design Members are joined together by smooth pins All loadings are applied at the joints
Due to the 2 assumptions, each truss member acts as an axial force member (2-force member)
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Classification of Coplanar Trusses
Three types: Simple , Compound or Complex Truss
Simple Truss The simplest framework that is rigid or stable is a
triangle
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Classification of Coplanar Trusses
Compound Truss: connecting 2 or more simple trusses Type 1: Connected by a common joint & bar Type 2: Joined by 3 bars Type 3: Main + secondary
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Classification of Coplanar Trusses
Complex Truss A complex truss is one that cannot be classified
as being either simple or compound
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Trusses: Determinacy & Stability
Determinacy Comparing no. of unknowns and no. of
equilibrium eqns No. of unknowns = no. of members (member
forces) b+ no. of external support reactions
r Each joint provides 2 equilibrium eqns
For j joints, there are 2j eqns
0 and 0 yx FF
unstable 2
tablestable/uns ateindetermin statically 2
edeterminat statically 2
jrb
jrb
jrb
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Trusses: Determinacy & Stability
Stability A truss can still be unstable even if it is statically
determinate or statically indeterminate Stability has to be determined through inspection
or by force analysis
unstable 2
tablestable/uns ateindetermin statically 2
edeterminat statically 2
jrb
jrb
jrb
All stable structures should have ONE unique solution! All forces can be determined uniquely!
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Trusses: Determinacy & Stability
Stability External Stability
A structure is externally unstable if all of its reactions are concurrent or parallel
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Trusses: Determinacy & Stability
Internal Stability The internal stability can be checked by careful
inspection of the arrangement of its members A simple truss will always be internally stable If a truss is constructed so that it does not hold its
joints in a fixed position, it will be unstable
P
L L L
L
2P/3 P/3
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Trusses: Determinacy & Stability
Internal Stability To determine the internal stability of a compound
truss, it is necessary to identify the way in which the simple truss are connected together
The truss shown is unstable since the inner simple truss ABC is connected to DEF using 3 bars which are concurrent at point O
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Trusses: Determinacy & Stability
Internal Stability For complex truss, it may not be possible to determine
its stablility The instability of any form of truss may also be
noticed by using a computer to solve the 2j simultaneous eqns for the joints of the truss
If inconsistent results are obtained, the truss is unstable
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Example 3.1
Classify each of the trusses as stable, unstable, statically determinate or statically indeterminate. The trusses are subjected to arbitrary external loadings that are assumed to be known & can act anywhere on the trusses.
Externally stableReactions are not concurrent or parallel
b = 19, r = 3, j = 11 b + r =2j = 22
Truss is statically determinate
By inspection, the truss is internally stable
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Solution
© 2009 Pearson Education South Asia Pte Ltd
Structural Analysis 7th EditionChapter 3: Analysis of Statically Determinate Trusses
Externally stableb = 15, r = 4, j = 9b + r = 19 >2j
Truss is statically indeterminate
By inspection, the truss is internally stable
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Solution
© 2009 Pearson Education South Asia Pte Ltd
Structural Analysis 7th EditionChapter 3: Analysis of Statically Determinate Trusses
Externally stableb = 9, r = 3, j = 6b + r = 12 = 2j
Truss is statically determinate
By inspection, the truss is internally stable
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Solution
© 2009 Pearson Education South Asia Pte Ltd
Structural Analysis 7th EditionChapter 3: Analysis of Statically Determinate Trusses
Externally stableb = 12, r = 3, j = 8b + r = 15 < 2j The truss is internally unstable
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The Method of Joints Satisfying the equilibrium eqns for the forces
exerted on the pin at each joint of the truss Applications of eqns yields 2 algebraic eqns
that can be solved for the 2 unknowns
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Example 3.2Determine the force in each member of the roof truss as shown. State whether the members are in tension or compression. The reactions at the supports are given as shown.
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Zero-Force Members Analysis can be simplified if zero-force
members can be identified first These zero-force members may be necessary
for the stability of the truss during construction & to provide support if the applied loading is changed
The zero-force members of a truss can generally be determined by inspection of the joints & they occur in 2 cases.
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Zero-Force Members Case 1
The 2 members at joint C are connected together at a right angle & there is no external load on the joint
The free-body diagram of joint C indicates that the force in each member must be zero in order to maintain equilibrium
Any other zero-force members?
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Zero-Force Members Case 2
Zero-force members also occur at joints having a geometry as joint D
Any other zero-force member?
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Example 3.4Indicate all the members of the truss that have zero force.
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The Method of Sections If the force in GC is to be determined, section
aa will be appropriate Also, the member forces acting on one part of
the truss are equal but opposite The 3 unknown member forces, FBC, FGC & FGF
can be obtained by applying the 3 equilibrium eqns
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Example 3.5Determine the force in members CF and GC of the roof truss. State whether the members are in tension or compression. The reactions at the supports have been calculated.
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Reflection: What Have You Learnt? Truss structure Determinacy and stability Solution Zero-force member