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Superflex Calculation
for Length Choice
Tidal Mooring Tension
Choice
Wind & Wave force for
structure choice
for Length Choice
Tidal Mooring Tension
Choice
Wind & Wave force for
structure choice
2004 © American Marine, SUPFLEX® Germany, Patent No. 203.17.006.7 All Rights Reserved
2005 © American Marine, SUPFLEX® U.S. Patent No. 6,899,050 B1. All Rights Reserved
2006 © American Marine, SUPFLEX® China Patent No. ZL 2003201005264 All Rights Reserved
2007 © American Marine, SUPFLEX® China Patent No. ZL 200520047348.2 All Rights Reserved
2012 © American Marine, SUPFLEX® U.S. Patent No. 7,651,299 B2. All Rights Reserved
2005 © American Marine, SUPFLEX® U.S. Patent No. 6,899,050 B1. All Rights Reserved
2006 © American Marine, SUPFLEX® China Patent No. ZL 2003201005264 All Rights Reserved
2007 © American Marine, SUPFLEX® China Patent No. ZL 200520047348.2 All Rights Reserved
2012 © American Marine, SUPFLEX® U.S. Patent No. 7,651,299 B2. All Rights Reserved
SB0330
SUPERFLEX bar strands, length, & Pontoon structure strength design, need decide
by the pontoon size, water depth, tidal, and wind & wave force calculation results.
sample as follow (by Goda formular):
by the pontoon size, water depth, tidal, and wind & wave force calculation results.
sample as follow (by Goda formular):
SUPFLEX Length & Strands Choice by Pontoon Wind & Wave Force Calculation & Tidal Tension Table as following
SB30030
SB30030
SB30030
SB0330
SB0442 Storm Mode tension strength
SB0442 Operation Mode tension strengthh
SB0620 Operation Mode tension strength
