00:01
In this problem we are given this beam.
00:06
We have a pin support here at a and we have a roller support at b.
00:14
And on top of this we have some external load.
00:24
So we have this constant portion and then linearly increasing portion.
00:30
We have w1 here, w2, so this is w1 as well.
00:35
And as for the dimensions, we have d1 here, d2 here.
00:44
Now we are given that w1 is 3 kilonitons per meter, w2 is 8 kilonitons per meter, d1 is 4 meters, d2 is 4 .5 meters.
01:08
And with that, we have three questions.
01:14
First we are going to replace this force system with an equivalent force f sub r.
01:22
Okay, now we are going to essentially compute this area under the given load functions.
01:32
So we will do it in two parts.
01:36
First, we have this rectangular area over here, and then we have this triangular area over here.
01:47
So corresponding to this rectangular area, let's say we have r1 acting at half of this point d1 plus d2 over 2.
02:04
And corresponding to this triangular part, let's say we have r2.
02:10
So this is 1 third of the base.
02:16
So this is d1 plus d2 minus 1 third of d2.
02:24
Okay, now r1 is that rectangular area.
02:34
We have base d1 plus d2 times height, w1.
02:40
If we plug in the numbers, you are going to obtain 25 .5 kiloons.
02:48
For r2, we have the area of this triangular region.
02:54
We have one half times base times height.
02:58
The height is w2 minus w1 and if we plug in the numbers we are going to obtain 11 .25 kiloons.
03:11
If we add them up, we are going to obtain the single resultant force, which is equal to 36 .75 kilonitons.
03:28
Okay, the problem tells us to run our final answers to three significant figures.
03:34
And we are going to do that at the very end...