Dear,
I don't fully understand difference between FCAB and FX0 when load case is cable stressing.
I know final cable element force is exact as the value of FCAB, but is not the same as the value of FX0.
However, why is two types of load case is needed in RM bridge.
Which case is needed by FCAB and FX0 respectively?
I don't understand that manual shows FCAB does not consider P-delta effect, large displacement.
please your explanation is appreciated.
Regards
Dan
Hi Dan,
Please check the wiki at the link below about it.
Thanks,
Marcos Beier
Senior Technical Support Engineer
RM Bridge - OpenBridge Designer RM Bridge is now an integral part of OpenBridge Designer CONNECT Edition as Bentley’s solution for supporting the design and engineering tasks in bridge construction for all types of bridges and construction… Last edited 2 months ago in LARS | LEAP | OpenBridge | OpenTunnel | RM > LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki