* The beam shown supported by fix support from left side and a roller from the right side, and an (INTERNAL HINGE) at point B. after construct the shear and bending moment diagram. The bending moment :value at Internal Hinge is 8 KN 2 KN/m B Internal hinge 10 m M= 4 KN.m M= 5 KN.m M=0 non of them M= 7 KN.m M= 6 KN.m M= 8 KN.m M= 1 KN.m M= 3 KN.m M= 2 KN.m
* The beam shown supported by fix support from left side and a roller from the right side, and an (INTERNAL HINGE) at point B. after construct the shear and bending moment diagram. The bending moment :value at Internal Hinge is 8 KN 2 KN/m B Internal hinge 10 m M= 4 KN.m M= 5 KN.m M=0 non of them M= 7 KN.m M= 6 KN.m M= 8 KN.m M= 1 KN.m M= 3 KN.m M= 2 KN.m
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![* The beam shown supported by fix support
from left side and a roller from the right
side, and an (INTERNAL HINGE) at point B.
after construct the shear and bending
moment diagram. The bending moment
:value at Internal Hinge is
8 KN
-2 KN/m
B
Internal hinge
10 m
M= 4 KN.m O
M= 5 KN.m
M=0
non of them
M= 7 KN.m
M= 6 KN.m
M= 8 KN.m
M= 1 KN.m
M= 3 KN.m
M= 2 KN.m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F04dd27c2-16fa-46b9-80c3-3524cc9aaf34%2Ff544f8e1-fb26-4db5-b11d-46159a10d793%2Fwsubmmm_processed.jpeg&w=3840&q=75)
Transcribed Image Text:* The beam shown supported by fix support
from left side and a roller from the right
side, and an (INTERNAL HINGE) at point B.
after construct the shear and bending
moment diagram. The bending moment
:value at Internal Hinge is
8 KN
-2 KN/m
B
Internal hinge
10 m
M= 4 KN.m O
M= 5 KN.m
M=0
non of them
M= 7 KN.m
M= 6 KN.m
M= 8 KN.m
M= 1 KN.m
M= 3 KN.m
M= 2 KN.m
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