Situation 20. For the beam shown in Figure AN-35, EI is constant. Analyse the the Moment Distribution method. REVIEW INNOVATIist FOT KONST beam using 2000mm 3m 20 kN/m 3m 60. Determine the moment at C, in N-m. A. -2250 B. +2250 Figure AN-35 58. Find is the distribution factor at B for span AB, in percent. A. 60 C. 50 B. 40 D. 25 REVIEW INNOVATIONS 59. Calculate the fixed-end moment at B for the load on span AB, A. 5000 C. 6000 B. 8000 D. 9000 ENTWOVATIONS IONS
Situation 20. For the beam shown in Figure AN-35, EI is constant. Analyse the the Moment Distribution method. REVIEW INNOVATIist FOT KONST beam using 2000mm 3m 20 kN/m 3m 60. Determine the moment at C, in N-m. A. -2250 B. +2250 Figure AN-35 58. Find is the distribution factor at B for span AB, in percent. A. 60 C. 50 B. 40 D. 25 REVIEW INNOVATIONS 59. Calculate the fixed-end moment at B for the load on span AB, A. 5000 C. 6000 B. 8000 D. 9000 ENTWOVATIONS IONS
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![Situation 20. For the beam shown in Figure AN-35, EI is constant. Analyse the
REVIEW INNOVATY dist
FOT ONS
beam using
the Moment Distribution method.
2000m
3m
20 kN/m
3m
60. Determine the moment at C, in N-m.
A. -2250
B. +2250
Figure AN-35
58. Find is the distribution factor at B for span AB, in percent.
A. 60
C. 50
B. 40
D. 25
REVIEW INNOVATIONS
59. Calculate the fixed-end moment at B for the load on span AB,
A. 5000
C. 6000
B. 8000
D. 9000
D. -4500
ENTWOVATIONS
IONS](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F25061196-f728-49ed-90d3-27d15f08424c%2Ffd362d4e-a272-431d-8b17-0167b2dd2085%2Fo1kxrwe_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Situation 20. For the beam shown in Figure AN-35, EI is constant. Analyse the
REVIEW INNOVATY dist
FOT ONS
beam using
the Moment Distribution method.
2000m
3m
20 kN/m
3m
60. Determine the moment at C, in N-m.
A. -2250
B. +2250
Figure AN-35
58. Find is the distribution factor at B for span AB, in percent.
A. 60
C. 50
B. 40
D. 25
REVIEW INNOVATIONS
59. Calculate the fixed-end moment at B for the load on span AB,
A. 5000
C. 6000
B. 8000
D. 9000
D. -4500
ENTWOVATIONS
IONS
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