15 KN Solve 10 KN 8 KN/m B Max A E 2.0 m deflectin 1.0 m 1.0 m 2.0 m EI is Constant
15 KN Solve 10 KN 8 KN/m B Max A E 2.0 m deflectin 1.0 m 1.0 m 2.0 m EI is Constant
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![15 KN
solve
10 KN
8 KN/m
B
A
Max
E
C
ID
1.0 m
2.0 m
deflectin
1.0 m
2.0 m
EI is Constant
Maximum Shear
57
maximum moment
144
Slope at Point A (/EI)
240.12
Slope at Point E(/ EI)
Deflection at D( /EI)
217.4
Deflection at B( /EI)
240.12
Maximum Deflection ( /EI)
Axial Force in the beam
IIIIII](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Ff9ce0c4d-16eb-41c5-9d46-e50f00aaf984%2Fd00e818c-dafc-4265-819d-8bf057e1d6e6%2Ftj7yye_processed.png&w=3840&q=75)
Transcribed Image Text:15 KN
solve
10 KN
8 KN/m
B
A
Max
E
C
ID
1.0 m
2.0 m
deflectin
1.0 m
2.0 m
EI is Constant
Maximum Shear
57
maximum moment
144
Slope at Point A (/EI)
240.12
Slope at Point E(/ EI)
Deflection at D( /EI)
217.4
Deflection at B( /EI)
240.12
Maximum Deflection ( /EI)
Axial Force in the beam
IIIIII
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