00:01
Hello students, to solve part a, let fy causes bending shear stress and fx causes compressive stress.
00:12
Now at distance 0 .04 m from fixed end, the bending moment i .e.
00:20
M will be equal to fy 0 .5 -0 .04.
00:27
Now putting the values here we get 740x0 .46.
00:34
Now this will gives bending moment will be 340 .4.
00:42
Now to find maximum bending stress using the formula, maximum bending stress will be equal to m divided by pi by 64 d power 4 into d by 2.
01:00
Now putting the values here we get 32 into m divided by pi d cube.
01:09
Now substituting the values here we get 32 into 340 .4 divided by pi into 0 .1 cube.
01:21
Now after solving this we get bending stress will be equal to 3 .47 mpa.
01:32
Now the beam will bend upwards so upper fiber will be under compression and lower fiber will be in tension.
01:43
So compressive stress, compressive stresses will be minus of fx divided by pi by 4 d square...