Q. 2) Given the following system of forces acting on the solid as shown, (a) Determine the equivalent force system consisting of a resultant force and a moment (couple moment) acting at point A. (b) Find the simplest resultant force system (a single force) equivalent to the original system. Specify the resultant force in Cartesian vector notation and the location where it's line of action intersects the x- and y- axes. Sketch the line of action of the simplest resultant showing its x- and y-intercepts. 120 N 15° 200 N y 520 mm E F 50 mm 42 Nom 50 mm ΤΑ 240 mm D 70⁰ 40 N-m 640 mm C FR = 252.21-244.6ĵ N MA-93.43k N-m x = 382 mm ỹ = 370 mm 80 N 100 N 180 mm B 50 mm

International Edition---engineering Mechanics: Statics, 4th Edition
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ISBN:9781305501607
Author:Andrew Pytel And Jaan Kiusalaas
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Chapter2: Basic Operations With Force Systems
Section: Chapter Questions
Problem 2.27P: Determine the moment of the force F=9i+18jlb about point O by the following methods: (a) vector...
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Q. 2) Given the following system of forces acting on the solid as shown,
(a) Determine the equivalent force system consisting of a resultant force and a moment
(couple moment) acting at point A.
(b) Find the simplest resultant force system (a single force) equivalent to the original
system. Specify the resultant force in Cartesian vector notation and the location
where it's line of action intersects the x- and y- axes. Sketch the line of action of the
simplest resultant showing its x- and y-intercepts.
120 N
200 N
15%
er
y
520 mm
E
50 mm
A
50 mm-
240 mm
F
42 Nom
D
70⁰
40 N.m
640 mm
H
C
FR = 252.21 244.6) N
MA = -93.43k N-m
x = 382 mm
y = 370 mm
80 N
100 N
180 mm
B
50 mm
Transcribed Image Text:Q. 2) Given the following system of forces acting on the solid as shown, (a) Determine the equivalent force system consisting of a resultant force and a moment (couple moment) acting at point A. (b) Find the simplest resultant force system (a single force) equivalent to the original system. Specify the resultant force in Cartesian vector notation and the location where it's line of action intersects the x- and y- axes. Sketch the line of action of the simplest resultant showing its x- and y-intercepts. 120 N 200 N 15% er y 520 mm E 50 mm A 50 mm- 240 mm F 42 Nom D 70⁰ 40 N.m 640 mm H C FR = 252.21 244.6) N MA = -93.43k N-m x = 382 mm y = 370 mm 80 N 100 N 180 mm B 50 mm
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