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substructure
Bridge
AASHTO
AASHTO LRFD with California option
Bridge Design
Frame Analysis Method
LEAP Bridge
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LEAP RCPIER
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OpenBridge Designer
Out-of-plane reactions
Piles integral with cap
post-tensioning
rigid link
TechNote
Post Tension Straddle Bent Design
Dylan Kennedy
Is it possible to design post tensioned straddle bents in OpenBridgeDesigner/LeapConcrete? If so is there any tutorials on how to perform the design?
8 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Rigid link in RC-PIER
Dilip Matange [Bentley]
A new feature of using rigid links in the structure model in RC-PIER has been added in LEAP Bridge Enterprise v14 per the request from Michigan DOT. Below are some basic facts about the new feature. A rigid link, simply put, is one which does not…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Out-of-plane reactions distributed to pier columns for AASHTO LRFD with California option in Substructure
Dilip Matange [Bentley]
A feature has been added in RC-PIER per the request from Caltrans. This feature is about how the out-of-plane reactions to external loads from superstructure are distributed to pier columns in an integral pier. For those loads which have both vertical…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Frame Analysis Method for pile cap abutment and pile bent in RC-PIER
Alex O [Bentley]
In general Frame Analysis method, cap is modeled as a beam and piles/stem walls are modeled as columns. In the “Cap as continuous beam” option, the cap is analyzed as a continuous beam. To mimic the continuous beam” analysis for the cap, the axial stiffness…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
RCPier - Response Modification
Erika Meeker
I am using Leap Concrete Version 18.02.02.03 for a multi column pier design that includes seismic forces. I need to apply a response modification factor for the columns and the help guide states that this can be modified in the Seismic Parameters. However…
over 3 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum