Cantilever Deflection (1, 7)
Equation:
2
P x
y
=
---------------- -
x 3
–
a
+
---------------- -
6 E I
2 E I
Example:
Given: L=10_ft, E=29000000_psi, I=15_in^4, P=500_lbf, M=800_ft lbf, a=3_ft, c=6_ft, w=100_lbf/ft,
x=8_ft.
Solution: y= -0.3316_in.
Cantilever Slope (1, 8)
Equation:
P x
---------------- -
=
x 2
–
a
+
2 E I
Example:
Given: L=10_ft, E=29000000_psi, I=15_in^4, P=500lbf, M=800_ft lbf, a=3_ft, c=6_ft, w=100_lbf/ft,
x=8_ft.
Solution:
= -0.2652_°.
2
2
M x
w x
2
–
------------------- -
6 L
–
4
24 E I
M x
w x
2
------------
---------------- -
–
3 L
–
3
L x
E I
6 E I
2
L x
+
x
2
+
x
Equation Reference 5-7