Design loads for piers, gangways, etc.
Design loads for piers, gangways, etc.
(OP)
I am trying to establish design criteria for floating, and fixed piers, as well as gangways intended for sale. I have not been able to find any applicable "universal" design codes (live loads, deflection limits, etc.) for any of these structures. Does anyone know of any? I was also wondering if these structures may be covered by the ASCE 7-02 Minimum design loads for buildings and other structures. Thanks.





