160.12.4 using influence lines using influence lines.pdf · influence of a point load d c b a o m o...
TRANSCRIPT
![Page 1: 160.12.4 Using Influence Lines Using Influence Lines.pdf · Influence of a Point Load D C B A O M O 2.0 m 0 –4.0 m? P= 25 kN Recall that we constructed the influence line for M](https://reader033.vdocuments.us/reader033/viewer/2022042022/5e7a3a8dede2556a5e5af33a/html5/thumbnails/1.jpg)
Using Influence LinesStevenVukazich
SanJoseStateUniversity
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Question 1
9 m 6 m 3 m
D
CB
A5 m
O
25 kN
Where should we place the 25 kN point load to produce the: 1. Maximum positive moment at point O;2. Maximum negative moment at point O?
?
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Question 2
9 m 6 m 3 m
D
CB
A5 m
O
4 kN/m
Where should we place the 4 kN/m distributed load to produce the:1. Maximum positive moment at point O;2. Maximum negative moment at point O?
?
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With The Influence Line for MOWe can Answer the Questions Easily
9 m 6 m 3 m
D
CB
A5 m
O
MO
2.0 m
0
– 4.0 m
25 kN?
Recall that we constructed the influence line for MO by placing a unit, dimensionless point load across the structure and keeping track of MO.
Question 1 involves placing a point load
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Influence of a Point Load
D
CB
A O
MO
2.0 m
0
– 4.0 m
P = 25 kN? Recall that we constructed the influence line for MO by placing a unit, dimensionless point load across the structure and keeping track of MO.
Let; F = response quantity (in this example, MO)
P = applied point load(in this example, 25 kN)
y = ordinate of influence line
F = Pyy
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F = Py
For this example,MO = (25 kN)(y)
Maximum Positive Ordinate = 2.0 m
Maximum Negative Ordinate = – 4.0 m
D
CB
A O
MO
2.0 m0
– 4.0 m
P = 25 kN?
y
Influence of a Point Load
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Answers to Question 1
9 m 6 m 3 m
D
CB
A5 m
O
25 kNF = Py
𝑀"max& = 25kN 2m = 50kN−m
𝑀"max/ = 25kN −4m = −100kN−m
9 m 6 m 3 m
D
CB
A5 m
O
25 kN
![Page 8: 160.12.4 Using Influence Lines Using Influence Lines.pdf · Influence of a Point Load D C B A O M O 2.0 m 0 –4.0 m? P= 25 kN Recall that we constructed the influence line for M](https://reader033.vdocuments.us/reader033/viewer/2022042022/5e7a3a8dede2556a5e5af33a/html5/thumbnails/8.jpg)
l
Influence of a Uniformly Distributed Load
D
CBA O
w
MO
2.0 m
0
– 4.0 m
P Q
Consider a uniformly distributed load, w, acting over a length, l, between points P and Q.
Think of the uniformly distributed load as a series of point loads, dP = wdx
dP = wdx
dx
ydF = dPy
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l
Influence of a Uniformly Distributed Load
D
CBA O
w
MO
2.0 m
0
– 4.0 m
P Q
Add the influence of all of the infinitesimal point loads, dF, over the length l.
dP = wdx
dx
y
dF = dPy
𝐹 = 3 𝑑𝐹 = 3 𝑦𝑑𝑃 = 3 𝑦𝑤𝑑𝑥9
:
9
:
9
:
𝐹 = 𝑤 3 𝑦𝑑𝑥9
:
Area of the influence line over length, l,between points P and Q
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Answers to Question 2
D
CBA O
4 kN/m
MO
2.0 m0
– 4.0 m
𝐹 = 𝑤 3 𝑦𝑑𝑥9
:
9 m 6 m 3 mA
5 m 4 m
𝑀"max& = 4kN/m
123m 2m = 12kN−m
Place the distributed load over all of the positive area of the MO influence line to find 𝑀"max
&
For this example,MO = (4 kN/m)(Area under the distributed load)
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Answers to Question 2
D
CBA O
4 kN/m
MO
2.0 m0
– 4.0 m
𝐹 = 𝑤 3 𝑦𝑑𝑥9
:
9 m 6 m 3 mA
5 m 4 m
𝑀"max/ = 4kN/m
1210m −4m = −80kN−m
Place the distributed load over all of the negative area of the MO influence line to find 𝑀"max
/
For this example,MO = (4 kN/m)(Area under the distributed load)