3 m 500 N/m 1.5 m A 2 m F D B 2 m 900 N Show Transcribed Text E ΤΟΙ·ΙΟΣ 750 N 3 m determine a- the reactions support A and C and all forces acting on member ADE. b- the resultant internal loadings acting on the cross-section at half of AD. The cut is perpendicular to the axis of the bar ADE
3 m 500 N/m 1.5 m A 2 m F D B 2 m 900 N Show Transcribed Text E ΤΟΙ·ΙΟΣ 750 N 3 m determine a- the reactions support A and C and all forces acting on member ADE. b- the resultant internal loadings acting on the cross-section at half of AD. The cut is perpendicular to the axis of the bar ADE
International Edition---engineering Mechanics: Statics, 4th Edition
4th Edition
ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
Publisher:Andrew Pytel And Jaan Kiusalaas
Chapter9: Moments And Products Of Inertia Of Areas
Section: Chapter Questions
Problem 9.94RP: The properties of the unequal angle section are Ix=80.9in.4,Iy=38.8in.4, and Iu=21.3in.4. Determine...
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![3 m 500 N/m
1.5 m
2 m
F
D
B
2 m
900 N
Show Transcribed Text
E
LOISIOI
750 N
3 m
determine
a- the reactions support A and C and
all forces acting on member ADE.
b- the resultant internal loadings
acting on the cross-section at half of
AD. The cut is perpendicular to the axis
of the bar ADE](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6af4a9ba-b857-4a8c-b856-eee2e96be8a1%2Fa276485b-df21-4a4e-9ff0-64071702ede5%2F47jf95e_processed.jpeg&w=3840&q=75)
Transcribed Image Text:3 m 500 N/m
1.5 m
2 m
F
D
B
2 m
900 N
Show Transcribed Text
E
LOISIOI
750 N
3 m
determine
a- the reactions support A and C and
all forces acting on member ADE.
b- the resultant internal loadings
acting on the cross-section at half of
AD. The cut is perpendicular to the axis
of the bar ADE
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