Design of Jetty Piles Using Artificial Neural Networks

Table 4

Appurtenance loads.

Nonstructural member	Loads	Remark
Q.R.H	49 kN/EA	Vertical load
Cone type fender (1800 H (F0.3) or equivalent)	196 kN/EA
Handrail	0.285 kN/m
Grating	0.838 kN/m^2