a) Determine the magnitude of an equivalent single resultant force (in kN) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. b) Determine the direction (in degrees, measured counterclockwise from the positive x-axis) of an equivalent single resultant force that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. c) Determine the point of application (in metres) of an equivalent single resultant force (measured from point B) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N-m clockwise.
a) Determine the magnitude of an equivalent single resultant force (in kN) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. b) Determine the direction (in degrees, measured counterclockwise from the positive x-axis) of an equivalent single resultant force that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N·m clockwise. c) Determine the point of application (in metres) of an equivalent single resultant force (measured from point B) that replaces the loading on the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N-m clockwise.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
Transcribed Image Text:a) Determine the magnitude of an equivalent single
resultant force (in kN) that replaces the loading on
the beam. Consider a = 2.1 m, b = 5.0 m, c = 2.5 m,
F1 = 350 N, F2 = 300 N, F3 = 750 N, and M = 3050 N-m clockwise.
b) Determine the direction (in degrees, measured
counterclockwise from the positive x-axis) of an
equivalent single resultant force that replaces the
loading on the beam. Consider a = 2.1 m, b = 5.0 m,
c = 2.5 m, F1 = 350 N, F2 = 300 N, F3 = 750 N, and
M = 3050 N·m clockwise.
c) Determine the point of application (in metres) of an
equivalent single resultant force (measured from point B)
that replaces the loading on the beam. Consider
a = 2.1 m, b = 5.0 m, c = 2.5 m, F1 = 350 N, F2 = 300 N,
F3 = 750 N, and M = 3050 N·m clockwise.
F1.
60°
Fat
b
F2
B
c-
30°
M
F3
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