Consider the beam undergoing two distributed loads and a point force below. (a) redraw and the beam with an equivalent system such that it has a total of three (3) point loads/forces. Recall that this is done by replacing the distributed load by an equivalent force located at the centroid. (b) redraw the beam again, only this time with an equivalent system such that there is only one (1) force located at the centroid of all the forces. Remember that for the all systems to be equivalent, the sum of the forces must be the same, and the some of the moments must also be the same. I recommend that you find the moments with respect to Pt. A.
Consider the beam undergoing two distributed loads and a point force below. (a) redraw and the beam with an equivalent system such that it has a total of three (3) point loads/forces. Recall that this is done by replacing the distributed load by an equivalent force located at the centroid. (b) redraw the beam again, only this time with an equivalent system such that there is only one (1) force located at the centroid of all the forces. Remember that for the all systems to be equivalent, the sum of the forces must be the same, and the some of the moments must also be the same. I recommend that you find the moments with respect to Pt. A.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Consider the beam undergoing two distributed loads and a point force below.
(a) redraw and the beam with an equivalent system such that it has a total of three (3) point loads/forces. Recall that this is done by replacing the distributed load by an equivalent force located at the centroid.
(b) redraw the beam again, only this time with an equivalent system such that there is only one (1) force located at the centroid of all the forces. Remember that for the all systems to be equivalent, the sum of the forces must be the same, and the some of the moments must also be the same. I recommend that you find the moments with respect to Pt. A.
Transcribed Image Text:50 N
10 N/m
10 N/m
A
- 2 m+
5 m
5 m
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