10 [Tonf] B A 1=50000 (c) I=50000 Ceni 6.0 (m] I-100000 (cÁ) C 6.0 [M) 3.0 [n) 3.0 [m]
10 [Tonf] B A 1=50000 (c) I=50000 Ceni 6.0 (m] I-100000 (cÁ) C 6.0 [M) 3.0 [n) 3.0 [m]
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Calculate and draw the Internal Forces diagram in the following figure.
Indication: Use the superposition principle and consider the moment at A as redundant. (E is constant)
![10 [Tonf]
B
A
1=50000 Cc)
I=50000 Ccn)
6.0 [m]
I=100000 lcÁ)
C
6.0 CM)
3.0 Cm) –
Figura 3](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F39e027b8-4b98-407e-9c78-7a1a006964df%2F11aa29ba-a964-4921-903c-9ff1116f5305%2F0252vpb_processed.png&w=3840&q=75)
Transcribed Image Text:10 [Tonf]
B
A
1=50000 Cc)
I=50000 Ccn)
6.0 [m]
I=100000 lcÁ)
C
6.0 CM)
3.0 Cm) –
Figura 3
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