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LEAP Bridge Concrete
substructure
Auto Live Load Generation
Bearing data
Bridge
Curb to Curb distance
Custom Load Group
Drill shaft
Earth fill
footing design
Ice Load
Impact factor
Integral Abutment Modeling
Inverted T beam
LEAP Bridge
LEAP RCPIER
OpenBridge Designer
P Delta effect
P-delta
Pile layout
RC Pier
RC-PIER
Response modification factor
rigid link
speed of Analysis and Design time
Spring Definitions
View loads
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
LEAP Bridge Concrete Substructure Auto-Design
Dong Wang
Hi, Dear All, Please see the following picture. Questions: 1. Is it possible for us to look into the footing design calculation details in LEAP bridge substructure? 2. The required bar area is constant through the footing for both X & Z directions…
Answered
9 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Questions about Wind Load Generator and some more in Leap Bridge Substructure
Dong Wang
Hi, Dear All, Could you please let me know how the Z is calculated in the wind load generator? How do we deal with the wind load on the crush wall which is under the column but above the footing? Also, what is the best practice to enter the buoyancy…
Answered
9 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
How to save reinforcement design? LEAP Concrete Substructure
Dylan Kennedy
Hello, I am working in OpenBridge (10.9.1.15) StandAlone LEAP Concrete. I have a question about how to save reinforcement design in LEAP Concrete. When I am working in Substructure, I generate loads, run analysis and then design the reinforcement…
Answered
10 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Inverted T Beam- Ledge Reinforcement
Dylan Kennedy
Hello, How do I control the spacing of the ledge reinforcement for an inverted T beam? I do not see a dialog box, I'm using LEAPBridge Concrete V 21.00.00.24. Thanks,
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Custom Load Group and load combination (wind load)
Dilip Matange [Bentley]
When we use new/custom load groups the program is not generating Load Combinations for the respective Wind loads as it does when using default load groups. It seems to be generating as if we were using the cross combination option. Current LEAP Bridge…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
How to access RCPIER in LEAP
Dilip Matange [Bentley]
To access RC-PIER in LEAP users just need to select the Substructure Tab in the Project and hit the Substructure button, as indicated by the red arrows in the screenshot below.
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Column Spring Supports
Dilip Matange [Bentley]
By default columns are fixed at bottom. However, program allows users to specify a spring matrix at the bottom of every column if partial fixity is desired. Program provides two options for this. First option allows to define diagonal entries in the spring…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
How is bearing pressure/soil pressure calculated for isolated spread footings?
Dilip Matange [Bentley]
QUESTION: How is bearing pressure/soil pressure calculated for isolated spread footings? ANSWER: For isolated spread footings, forces and moments obtained from each load combination, at the top of the footing, are applied at the centroid of the footing…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Wind Load on Structure - Overturning wind force
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: What are the conditions where in the Overturning wind force or Vertical wind pressure…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Warning message -- "No Strength or Extreme Event Load Combination selected"
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How to get rid of warning message saying " No Strength or Extreme Event Load Combination…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
View loads and structural model
Dilip Matange [Bentley]
The FE model (members and node numbers) as well as applied loads can be viewed under Geometry tab (see screen shot below).
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
To increase the speed of Analysis and Design time .
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How to reduce the analysis time ? ANSWER: These are some of the suggestions…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Thermal force calculation for Fixed Bearing condition.
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How to calculate the thermal force for fixed bearing condition? ANSWER: Please…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Texas State Specification
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: What load groups are added when Texas state specification is selected? ANSWER: …
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Tensile stress check in Pier cap reinforcing for Service III Load Combination
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Is it possible to perform a run in RC Pier using only the Service III load combination…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Structure Model - Additional Check points
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: In the Structure Model to add additional check points, what does p, f indicates…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Straddle Bent -- Deck Offset between center of the deck and center of the bent cap
Alex O [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Where to apply the Deck offset value between center of the deck and center of the…
3 months ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Steel (H-steel) Pile properties
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: what material properties needs to be used when H-steel piles are used for pile…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Spring Definitions
Dilip Matange [Bentley]
QUESTION: What are the units on Rx, Ry, and Rz in the spring definitions ? ANSWER: Rx, Ry, and Rz are rotational stiffness of the spring, and the unit is kip-ft/radian.
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Seismic Design - Response Modification Factor
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: What are the differences between “Resp. Mod. Factor” between under Auto Load Generate…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
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
Response modification factor for Bending Moment, Shear force and Axial Force.
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Is it possible to apply Response modification factor separately for Bending moment…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Reduction in Moment of Inertia
Dilip Matange [Bentley]
Document Information Document Type: FAQ Product(s): LEAP RCPIER Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Procedure to be followed when Moment of Inertia of the column is reduced. RC Pier/Substructure…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
RC-PIER moving bearings may invalidate auto-generated bearing loads
Dilip Matange [Bentley]
If bearings are moved auto-generated bearing loads are invalidated. The designer may be presented with a warning message and the option of keeping the bearing loads or erasing them.
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
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