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Transcript of CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically...
![Page 1: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/1.jpg)
CIVL3310 STRUCTURAL ANALYSIS
Professor CC Chang
Chapter 6: Influence Lines for Statically Determinate
Structures
![Page 2: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/2.jpg)
Why Influence Lines?
AB C D
Dead Load
Co
nce
ntr
ated
Liv
e L
oad
Co
nce
ntr
ated
Liv
e L
oad
Co
nce
ntr
ated
Liv
e L
oad
Distributed Live LoadDistributed Live LoadDistributed Live Load
w
P
V M
Analysisw, P V, M Design
Note: loads can vary- LIVE LOADS
Vmax and Mmax under dead & live loads?
![Page 3: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/3.jpg)
Can my bridge survive?
![Page 4: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/4.jpg)
What is Influence Line ?
1 (43) 42 (84)126 (168) 85 (127)
Force
![Page 5: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/5.jpg)
Influence Lines Measurement
![Page 6: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/6.jpg)
KSM Influence Lines Measurement
![Page 7: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/7.jpg)
KSM Influence Lines Measurement
![Page 8: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/8.jpg)
Influence Lines
Influence Lines
Shear force and moment diagramsFixed loads
V M
xV and M at different locations of the beam
x
V and M at a fixed location
V M
Load moves along the beam
x
x
![Page 9: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/9.jpg)
Influence Lines
• Influence line:
A graph of a response function (such as reactions or internal forces) of a structure as a function of the position of a downward unit load moving across the structure
Res
pons
e
Location of downward unit load
![Page 10: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/10.jpg)
Constructing Influence Lines• Point-by-point calculation• Influence-line equation• Graphical approach: Müller Breslau
Principle
![Page 11: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/11.jpg)
Point-by-point calculation• Construct the influence line for Ay
![Page 12: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/12.jpg)
Influence-line equation
xA
xA
M
y
y
B
10
11
0)1)(10()10(
0
Linear function of x
![Page 13: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/13.jpg)
Influence Lines• All statically determinate structures have
influence lines that consist of straight line segments
• More examples!
![Page 14: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/14.jpg)
Müller Breslau Principle• Influence line for any action (reaction,
internal shear/moment) in a structure is equal to the deflection curve when we remove the action and replace it with a corresponding unit displacement or rotation
Influence line = properly disturbed shape
![Page 15: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/15.jpg)
Müller Breslau Principle
![Page 16: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/16.jpg)
Virtual work principle for a rigid-body system
A structure in equilibrium: 0i
iF
1F
2F
3F
4F
Resultant force=0
4r2r
3r1r
rVirtual deformation
Virtual work: 0
rFWi
i
0 i
ii rFW
Virtual work principle for a rigid-body system
imaginary deformation
0i
iF
![Page 17: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/17.jpg)
Müller Breslau Principle
x 1
Influence line = properly disturbed shape
Ay
1
Ay
1
Ay
1
f(x)
f(x)A
0f(x)11AW
0δW
y
y
Influence line of Ay
Virtual work
By
By
![Page 18: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/18.jpg)
Müller Breslau Principle
x 1
Influence line = properly disturbed shape
Ay1
By
1
f(x)
Virtual work
f(x)B
0f(x)11BW
0δW
y
y
Influence line of By
By
Ay
1
By
![Page 19: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/19.jpg)
Müller Breslau PrincipleInfluence line = properly disturbed shape
x 1
Ay By
Ay
1
By
f(x)
1
V
M
V
V
M
D 1
D 2q 1
q 2
0f(x)1MVW 1221 qqDD
Include ONLY the reaction/force in the virtual work
= 1 = 0f(x)V
![Page 20: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/20.jpg)
Müller Breslau PrincipleInfluence line = properly disturbed shape
x 1
Ay By
Ay
1
By
f(x)
1
Dq 1 q 2
0f(x)1MW 21 qq
Include ONLY the reaction/force in the virtual work
= 1f(x)M
M
VM
V
![Page 21: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/21.jpg)
Müller Breslau Principle
Influence line = properly disturbed shape
Deflect the structure such that only the force which influence line that you are looking for and the downward unit force contribute to the virtual work due to the imaginary deflection.
All other forces that act on the virtually deflected structure should not contribute to the virtual work.
![Page 22: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/22.jpg)
Influence Lines for Floor Girders• Draw the influence line for the shear in
panel CD of the floor girder
![Page 23: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/23.jpg)
Influence Lines for Trusses
![Page 24: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/24.jpg)
Example 6.15• Draw the influence line for member force GB
![Page 25: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/25.jpg)
Example 6.15• Draw the influence line for the member force GB
![Page 26: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/26.jpg)
Application of Influence Lines
AB C D
SB
MB
1 1P
P
P
SB MB
wl
dxwl
dxwyM lB a b
balconstw
ba lB ydxwdxwyM
l
y
![Page 27: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/27.jpg)
Distributed Loads
AB C D
Dead Load
Co
nce
ntr
ated
Liv
e L
oad
Co
nce
ntr
ated
Liv
e L
oad
Co
nce
ntr
ated
Liv
e L
oad
Distributed Live LoadDistributed Live LoadDistributed Live Load
![Page 28: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/28.jpg)
Application of Influence Lines
AB C D
SB
MB
1
Given dead loadand live loads
Find maximum forces
wd
Distributed Live Loadwl
Co
nce
ntr
ated
Liv
e L
oad
P
![Page 29: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/29.jpg)
Application of Influence Lines• Max shear force at C?
![Page 30: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/30.jpg)
Application of Influence Lines• Max shear force at C?
kNV
kNV
kNV
C
C
C
25.11)75.0(18)125.0(18)0(5.4)(
:3 Case
19.24)625.0(18)75.0(18)125.0(5.4)(
:2 Case
63.23)5.0(18)625.0(18)75.0(5.4)(
:1 Case
3
2
1
![Page 31: CIVL3310 STRUCTURAL ANALYSIS Professor CC Chang Chapter 6: Influence Lines for Statically Determinate Structures.](https://reader037.fdocuments.net/reader037/viewer/2022102418/56649cbb5503460f94983a37/html5/thumbnails/31.jpg)
6. Influence Lines• What is influence line?• Müller Breslau Principle• What is the use of influence line?