EdClymer
Mechanical
- Jan 15, 2003
- 100
Greetings
We are looking for help: in trying to calculate loadings felt by a GRP (FRP) firefighting foam bulk storage tank, mounted to deck of firefighting ship - for use off-shore.
Tanks is 4 m dia (13 feet) by 7.14 m height (24 feet), vertical, cylindrical, closed top and vented.
Ship is subjected to various accelerations, due to movement, wind and sea state.
Seeking help in converting accelerations into pressures and forces felt by the shell of tank - due to movement of tank contents (SG = 1.02)
From pressures and forces we can calculate loadings and determine thickness.
Can anyone suggest a procedure?
Thanks
Ed Clymer
Resinfab & Associates
England
We are looking for help: in trying to calculate loadings felt by a GRP (FRP) firefighting foam bulk storage tank, mounted to deck of firefighting ship - for use off-shore.
Tanks is 4 m dia (13 feet) by 7.14 m height (24 feet), vertical, cylindrical, closed top and vented.
Ship is subjected to various accelerations, due to movement, wind and sea state.
Seeking help in converting accelerations into pressures and forces felt by the shell of tank - due to movement of tank contents (SG = 1.02)
From pressures and forces we can calculate loadings and determine thickness.
Can anyone suggest a procedure?
Thanks
Ed Clymer
Resinfab & Associates
England