00:01
From the figure, span a to b is 3, loads p at x equals 1 and p at x equals 2 meters.
00:09
And we're given p is 10 kilonutons each.
00:12
Because the loading is symmetric, r sub a is equal to r sub b, which is 10 kilonuton.
00:18
So total load is 2p, which is 20 kilononons.
00:21
Symmetry gives each support half.
00:24
For shear v, start at a plus 10, positive 10 kiloons, at x equals 1 ,000.
00:31
Drop by p equals 10 kiloons to 0.
00:35
At x equals 2 drop by 10 kilonutens to negative 10.
00:39
And at x for you add 10 kilonones back to 0.
00:42
So v max is 10 kiloons.
00:47
Moment m.
00:50
For x is between 0 and 1m of x's r sub a times x which is equal to 10 x.
00:57
So at x equals 1 m is 10 newton meters...