6 kN/m +x 18 kN-m A В 3.0 m- 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The |-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A
6 kN/m +x 18 kN-m A В 3.0 m- 3.0 m 4.0 m- An l-section Beam ABCD is pin supported at points B and D and has an overhanging segment (segment AB). The beam is loaded with a clockwise moment load at D and a uniformly distributed load on segment AB. The |-section has an l=24.4x10° mm and a modulus of elasticity equal to E=200GPA. For the given beam and loading conditions, determine the following: a. The magnitude of the maximum deflection along segment BD b. The magnitude of the deflection at point A
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![6 kN/m
+x
18 kN-m
В
C
D
3.0 m-
3.0 m
4.0 m-
An l-section Beam ABCD is pin supported at points B
and D and has an overhanging segment (segment AB).
The beam is loaded with a clockwise moment load at D
and a uniformly distributed load on segment AB. The
I-section has an l=24.4x10° mm' and a modulus of
elasticity equal to E=200GPa.
For the given beam and loading conditions, determine
the following:
a. The magnitude of the maximum deflection along
segment BD
b. The magnitude of the deflection at point A](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6bfe3893-47e8-4bcb-8e11-0a20cf140238%2Fc7d6ce56-fa03-4989-98a6-c350db9a62c8%2Fczowab_processed.png&w=3840&q=75)
Transcribed Image Text:6 kN/m
+x
18 kN-m
В
C
D
3.0 m-
3.0 m
4.0 m-
An l-section Beam ABCD is pin supported at points B
and D and has an overhanging segment (segment AB).
The beam is loaded with a clockwise moment load at D
and a uniformly distributed load on segment AB. The
I-section has an l=24.4x10° mm' and a modulus of
elasticity equal to E=200GPa.
For the given beam and loading conditions, determine
the following:
a. The magnitude of the maximum deflection along
segment BD
b. The magnitude of the deflection at point A
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