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) static equilibrium equation, draw the influence line for the reaction at A and C as well as shear force and bending moment at B. Indicate all-important values
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) static equilibrium equation, draw the influence line for the reaction at A and C as well as shear force and bending moment at B. Indicate all-important values
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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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) static equilibrium equation, draw the influence line for the reaction at A and C as well as shear force and bending moment at B. Indicate all-important values.
Transcribed Image Text:2 m 1.5 m, 1.5 m,
3 kN
8 kN 4 kN 4 kN
C D
-2.5 m
- 2.5 m-
2.0 m-
Figure 2
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