Summary: Equilibrium "With a Twist" (Distributed Load) Figure 2 shows trapezoidal distributed load acting on a beam that is fixed at point A and free (unsupported) at the opposite end. Consider the beam light weight (Wis negligible compared to the applied forces). (a) Calculate a force (or forces) that could replace the distributed loading. Be sure to make a clear diagram(s) to justify your calculation (b) Draw a Free Body Diagram of the beam that shows only concentrated forces. Be sure to include all applied forces and all reactions

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Solve A and B
10:07 00 22 23
* 99% i
Summary: Equilibrium "With a Twist" (Distributed Load)
Figure 2 shows trapezoidal distributed load acting on a beam
that is fixed at point A and free (unsupported) at the opposite
end. Consider the beam light weight (Wis negligible compared
to the applied forces).
(a) Calculate a force (or forces) that could replace the
distributed loading. Be sure to make a clear diagram(s) to
justify your calculation
(b) Draw a Free Body Diagram of the beam that shows only
concentrated forces. Be sure to include all applied forces
and all reactions
(c) Calculate the magnitude of all reactions at point A. Make
sure to include units and orientation
6 kN/m
Figure 2
2 kN/m
A
2 m
5 m
2 m 1 m
12 kN
Transcribed Image Text:10:07 00 22 23 * 99% i Summary: Equilibrium "With a Twist" (Distributed Load) Figure 2 shows trapezoidal distributed load acting on a beam that is fixed at point A and free (unsupported) at the opposite end. Consider the beam light weight (Wis negligible compared to the applied forces). (a) Calculate a force (or forces) that could replace the distributed loading. Be sure to make a clear diagram(s) to justify your calculation (b) Draw a Free Body Diagram of the beam that shows only concentrated forces. Be sure to include all applied forces and all reactions (c) Calculate the magnitude of all reactions at point A. Make sure to include units and orientation 6 kN/m Figure 2 2 kN/m A 2 m 5 m 2 m 1 m 12 kN
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