Table Bending Moment M And Amount Of Shearing Stra 10072

Uniform load on cantilever.

m = u.l

At free end use:

m = o

at support p

at support p

at free end

s = o

d = u/2

For x use:

m = [u.(l-x)2]/2.l

m = -ul/2

s = u

δ = 1/8. (u.l3)/e.i

s = [u.(l-x)]/l

Table Bending Moment M And Amount Of Shearing Stra 10073

Load at free end of cantilever.

m = (w.l)/2

At free end use:

m = o

at support p

at support p

at free end

s = o

s= w

For x use:

m = w.(l-x)

w= w.l

s =w

δ = 1/3. (w.l3)e.i

s = w

Table Bending Moment M And Amount Of Shearing Stra 10074

Load at any point of Cantilever,

If y greater than l/2:

m=w.(y-1/2)

If x y use:

w=o

at support p

at support p

at load

w = o

s = w

If x, greater than y use:

m = o

m = w.y

s = w

δ = 1/3. (w.y3)/e.i

If y smaller than l/2:

m = o

s =o

at free end

s = o

If x smaller than y use:

m = w. (y-x)

δ = 1/3. (w.y.l2)/e.i

s =w

VII. (See foot-note p. 60.)