of elasticity of beam is 180GPa, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A 1m Determine the deflection at point 2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a O negative sign if the deflection is goi down) B.
of elasticity of beam is 180GPa, and the shear at a point 1m from the roller support is equal to -237.06666666667KN. NOTE: WRONG SIGN IS WRONG. WRONG UNIT IS WRONG. w A 1m Determine the deflection at point 2m from the hinge support. (Note: Put a negative sign if the deflection is going down) Determine the deflection at point 1m from the roller support. (Note: Put a O negative sign if the deflection is goi down) B.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
Problem 1
![of elasticity of beam is 180GPA, and the
shear at a point 1m from the roller
support is equal to
-237.06666666667KN.
NOTE: WRONG SIGN IS WRONG.
WRONG UNIT IS WRONG.
w
A
B
1m
Determine the deflection at point 2m
from the hinge support. (Note: Put a
negative sign if the deflection is going
down)
Determine the deflection at point 1m
from the roller support. (Note: Put a
negative sign if the deflection is goi
down)
w/](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0d0dc222-c7f8-4913-a4a0-c26511566135%2F81d4f82e-d61e-4f29-934d-aa833d0cbce8%2Fbr9eey_processed.jpeg&w=3840&q=75)
Transcribed Image Text:of elasticity of beam is 180GPA, and the
shear at a point 1m from the roller
support is equal to
-237.06666666667KN.
NOTE: WRONG SIGN IS WRONG.
WRONG UNIT IS WRONG.
w
A
B
1m
Determine the deflection at point 2m
from the hinge support. (Note: Put a
negative sign if the deflection is going
down)
Determine the deflection at point 1m
from the roller support. (Note: Put a
negative sign if the deflection is goi
down)
w/
![A 310mm diameter circular simply
supported beam carries a concentrated
load, uniformly distributed load also a
triangular load as shown in the figure.
Using Area Moment Method, Solve the
following unknowns.
Let w = 155KN/m, a = 2m, the modulus
of elasticity of beam is 180GPA, and the
shear at a point 1m from the roller
support is equal to
-237.06666666667KN.
NOTE: WRONG SIGN IS WRONG.
WRONG UNIT IS WRONG.
w
1m
Determine the deflection at point 2m
from the hinge support. (Note: Put a
negative sign if the deflection is goir
down)
Determine the deflection at point 1m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F0d0dc222-c7f8-4913-a4a0-c26511566135%2F81d4f82e-d61e-4f29-934d-aa833d0cbce8%2Fkfg9egw_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A 310mm diameter circular simply
supported beam carries a concentrated
load, uniformly distributed load also a
triangular load as shown in the figure.
Using Area Moment Method, Solve the
following unknowns.
Let w = 155KN/m, a = 2m, the modulus
of elasticity of beam is 180GPA, and the
shear at a point 1m from the roller
support is equal to
-237.06666666667KN.
NOTE: WRONG SIGN IS WRONG.
WRONG UNIT IS WRONG.
w
1m
Determine the deflection at point 2m
from the hinge support. (Note: Put a
negative sign if the deflection is goir
down)
Determine the deflection at point 1m
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