1. Determine the resultant of the distributed load 2. Determine the point of application of the resultant force of the distributed load along the x-axis 3. Determine the moment of Force D about the x-axis
1. Determine the resultant of the distributed load 2. Determine the point of application of the resultant force of the distributed load along the x-axis 3. Determine the moment of Force D about the x-axis
Mechanics of Materials (MindTap Course List)
9th Edition
ISBN:9781337093347
Author:Barry J. Goodno, James M. Gere
Publisher:Barry J. Goodno, James M. Gere
Chapter1: Tension, Compression, And Shear
Section: Chapter Questions
Problem 1.4.10P: A long re Lai nine: wall is braced by wood shores set at an angle of 30° and supported by concrete...
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1. Determine the resultant of the distributed load
2. Determine the point of application of the resultant force of the distributed load along the x-axis
3. Determine the moment of Force D about the x-axis
![A
FD = 150 N
25°
65 mm
E
330 mm
90 N = FE
1500 N/m
110 mm
75°
120 N = FB
X
Three concentrated loads and a triangular distributed load are applied to the machine contraption ABDE which is
attached to a wall at point A through a fixed support. Force D is applied parallel to the yz-plane at point D; Force B is
applied parallel to the xy-plane at point B; the distributed load acts across arm AB; Force E is applied along the x-axis
at point E.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F56b7c8fd-c81f-4e5f-b59c-c81e5bc271bb%2F86fcb9fc-1bc8-4b34-acfb-2dfe00b654b1%2Fmtdbh3c_processed.png&w=3840&q=75)
Transcribed Image Text:A
FD = 150 N
25°
65 mm
E
330 mm
90 N = FE
1500 N/m
110 mm
75°
120 N = FB
X
Three concentrated loads and a triangular distributed load are applied to the machine contraption ABDE which is
attached to a wall at point A through a fixed support. Force D is applied parallel to the yz-plane at point D; Force B is
applied parallel to the xy-plane at point B; the distributed load acts across arm AB; Force E is applied along the x-axis
at point E.
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