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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Concept explainers

Types of loading

In mechanical terminology, the term load indicates that external force/weight, either constant or variable, acts on a mechanical member/structure. The weight of an object of a specific material is also an external load, and the external force that works on a structure comes under the categories of loading. The external load generates its effects as stress and strain in the structure.

Question

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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