The beam, as shown below, is loaded with a uniformmoving live load of 15 kN/m.AB1 m2 m-3 m2 ma. What is the maximum reaction at A due to this load?b. What is the maximum reaction at B due to this load?c. What is the maximum positive shear at C due to thisload?d. What is the maximum negative shear at C due to thisload?e. What is the maximum positive moment at C due to thisload?f. What is the maximum negative moment at C due to thisload?g. What is the maximum moment at A due to this load?h. What is the maximum moment at B due to this load?TRI

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The beam, as shown below, is loaded with a uniform moving live load of 15 kN/m. A B 1m 2m 3 m 2 m a. What is the maximum reaction at A due to this load? b. What is the maximum reaction at B due to this load? c. What is the maximum positive shear at C due to this load?

The beam, as shown below, is loaded with a uniform moving live load of 15 kN/m. A B 1m 2m 3 m 2 m a. What is the maximum reaction at A due to this load? b. What is the maximum reaction at B due to this load? c. What is the maximum positive shear at C due to this load?

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Chapter10: Plate Girders

Section: Chapter Questions

Problem 10.7.9P

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Concept explainers

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.

Question

The beam, as shown below, is loaded with a uniform
moving live load of 15 kN/m.
A
B
1 m
2 m-
3 m
2 m
a. What is the maximum reaction at A due to this load?
b. What is the maximum reaction at B due to this load?
c. What is the maximum positive shear at C due to this
load?
d. What is the maximum negative shear at C due to this
load?
e. What is the maximum positive moment at C due to this
load?
f. What is the maximum negative moment at C due to this
load?
g. What is the maximum moment at A due to this load?
h. What is the maximum moment at B due to this load?
TRI

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Follow-up Questions

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Follow-up Question

d. What is the maximum negative shear at C due to this load?

e. What is the maximum positive moment at C due to this load?

f. What is the maximum negative moment at C due to this load?

g. What is the maximum moment at A due to this load?

h. What is the maximum moment at B due to this load?

The beam, as shown below, is loaded with a uniform
moving live load of 15 kN/m.
B
A
77787
1m-
2 m
-3 m
2 m
a. What is the maximum reaction at A due to this load?
b. What is the maximum reaction at B due to this load?
c. What is the maximum positive shear at C due to this
load?
d. What is the maximum negative shear at C due to this
load?
e. What is the maximum positive moment at C due to this
load?
f. What is the maximum negative moment at C due to this
load?
g. What is the maximum moment at A due to this load?
h. What is the maximum moment at B due to this load?

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