00:01
We'd like to determine our angle of rotation, theta a, our deflection, delta 1 and delta 2.
00:07
We're given our length of our beam is equal to ab, and we have some concentrated loads p.
00:13
We can label our distance ad equal to a, cb equal to a, and cd equal to l minus 2a.
00:24
So let's find our bending moment.
00:27
Our bending moment 1 is just pa times our length minus 2a divided by our length.
00:33
So we can find our area of our first part, area one, which is one half, times pa times length minus 2a, divided by l -e -i times a.
00:47
And so this is equal to pa squared times l -1 -2a divided by 2l -ei.
00:56
Then we can find our area of our second part, which is pa times l -1 -2a squared, divided by 2 -l -e -i, divided by 2 -e -i.
01:04
By 4lei.
01:07
Now let's find our moment of our area with respect to c.
01:11
So our moment of our area, which we'll call c, c, is equal to a1 times length over 2 minus a plus a over 3, plus a2 times 2 thirds, length over 2 minus a...