Page 53 - Buried Pipe Design
P. 53
External Loads 31
W
L
W
WL 2
M max
12
Figure 2.14 Longitudinal bending of conduits.
W
L
WL 2
M max 8
Figure 2.15 Longitudinal bending of conduits.
W
L L
W
WL 2
M max
8
Figure 2.16 Longitudinal bending of conduits.
where D nominal pipe diameter
t pipe thickness
R radius of curvature of longitudinally deflected pipe
y
ring deflection
D
