2 m +1.5 m, 1.5 m, 3 kN 8 kN 4 kN 4 kN A CD -2.5 m - - 2.5 m- -2.0 m - Figure 2
2 m +1.5 m, 1.5 m, 3 kN 8 kN 4 kN 4 kN A CD -2.5 m - - 2.5 m- -2.0 m - Figure 2
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
1) A statically determinate beam girder ABCD is overhanging at end is supported by pinned
joined at A and roller at C respectively as shown in Figure 2. The beam girder is
subjected to a series of concentrated moving loads across the whole beam girder of 7 m
span.
a. Using static equilibrium equation, draw the influence lines for the reactions at A and
C as well as shear force and bending moment at B. Indicate all important values.
b. Determine the maximum shear and moment at point B due to a series of concentrated
moving loads.
![2 m 1.5 m, 1.5 m,
3 kN
8 kN 4 kN 4 kN
A
C D
-2.5 m
2.5 m
2.0 m-
Figure 2](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0165f600-f9e8-49d0-8e3f-50b3d965fa0e%2Fab8ad727-1f6b-4aa6-a8ef-16e0478c23e2%2F351cxgl_processed.png&w=3840&q=75)
Transcribed Image Text:2 m 1.5 m, 1.5 m,
3 kN
8 kN 4 kN 4 kN
A
C D
-2.5 m
2.5 m
2.0 m-
Figure 2
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