120 KN Į B -6m- I |--4m 6 m 120 kN D m 21 E = 200 Gpa I= 500 (106) mm² E b 150 kN ↓ m F
120 KN Į B -6m- I |--4m 6 m 120 kN D m 21 E = 200 Gpa I= 500 (106) mm² E b 150 kN ↓ m F
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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Determine the reactions and draw the shear diagrams for the beam shown. use the three- moment equation method. Using 4 decimals.
![6 m
120 KN
Į
B
I
4 m
C
6 m
120 kN
D
-4 m-
21
E = 200 Gpa
I= 500 (106) mm
E
150 kN
↓
-4 m
F
4 m
8G](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F64d6098d-0318-496d-a1fe-203cae6cc0f5%2F1d51ad9a-6067-45db-ab6c-a2b1e9828dc2%2Ff2rvbk7_processed.jpeg&w=3840&q=75)
Transcribed Image Text:6 m
120 KN
Į
B
I
4 m
C
6 m
120 kN
D
-4 m-
21
E = 200 Gpa
I= 500 (106) mm
E
150 kN
↓
-4 m
F
4 m
8G
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