LEAP Bridge Concrete (LBC) CONNECT Edition V18 Update 1 (v18.01.00.16) is now available to all users on Bentley Software Downloads. The release contains enhancements and bug fixes. The main enhancements are summarized below.
AASHTO LRFD 8th Edition…
We recently identified an issue that incorrect year of California Amendments was included in the design reports of LEAP Bridge Concrete (LBC). If a user selects California from State Specification and proceeds with analysis and design, the final design…
I am trying to learn LEAP bridge concrete and steel and was looking for any video tutorials that could help me ( similar to the ones that are available for REVIT on AUTODESK's website with detail examples).
Thank you for help!
Is there a way to add a supplemental composite DW load for a poly wearing surface in Leap Concrete Bridge? I want to keep it separate from the Future Wearing Surface (Composite DW) load I already have. This is necessary to accurately calculate camber…
I have beams with varying spacing. When I try to make multiple beam groups within the same span, an error message says that beam groups are overlapping. Ok, so it obvious you cannot have more than one "beam group" within the same span. If I have 10 beams…
I am using Leap Bridge Concrete to design a skewed wall pier. After analyzing the pier, I noticed that for the braking force, that the sum of the forces in the z-direction at the top of the wall did not equal the sum of the forces in the z-direction at…
LEAP Bridge Concrete CONNECT Edition V17 Update 1 (v17.01.00.36) is now available to all users on Bentley Software Downloads. This release contains enhancements and bug fixes.
Major Enhancements
Merging LBC library files
LBC now supports merging…
Hello,
I was wondering what edition of AASHTO is LEAP Bridge Concrete v16.00.00.24 using? I was unable to find it in the software itself so if it's possible to describe to me how I can find this within the program as well I would appreciate it.
Thanks…
I am designing a 2-span precast prestressed beam bridge in LEAP Bridge Concrete CONNECT Edition v17.00.01.01.
The bearing dimensions along the pier cap are shown correctly in the following view under the 'Substructure' tab:
However, when you click…
First of all; I have already updated the user's machine to the newest version of LEAP Bridge Concrete. I removed the older version and restarted before installing the newest version. The error occurs anytime the user tries to open an LBG file created…
LEAP Bridge Concrete CONNECT Edition V17 Maintenance 1 contains enhancements and bug fixes. The enhancements include :
CONNECT Advisor
Get access to relevant help on Bentley Communities, Learn Server and YouTube right from within LEAP Bridge Concrete…
Can LEAP RC-Pier analyze/design for a cantilever abutment?
I used RC-Pier for Abutment Cap with Pile Design before, but not sure if it works with cantilever abutment design.
Thanks
Alex
I try to create a pier with a tapered cap, which is unsymmetrical and with a column near one edge.
Is it possible? I know i can create a symmetrical cap with a column offset from the center, but the location of non-tapered segment cannot be modified…
How exactly should the vertical component of LL surcharge on the footing be input?
I have a 100 ft long footing (x dir) with a 9.75 ft heel (z dir). Per AASHTO, I'm using the equivalent of 2 ft of soil for the surcharge. There's 80 ft of clear roadway…
Does anyone have calculation verification for the live load auto-generation function in RC-PIER? Or has anyone else had problems verifying the LL output from RC-PIER?
I have a single span bridge using I-girders that I need close to the max amount of strands in. These are all straight strands, and I've had to debond to 4 different lengths from the end. The longest debond is 25' of my ~90' girder. When I look at the…
Hi, Reminder that there is a LEAP Bridge Steel SIG Meeting today at 2:00 EDT.
Camber Diagrams and other Reporting Options.
Register Now on Bentley website under Events > Webinars.
I am designing an abutment using RC Pier. Under the Loads tab, I input/generate EV & EH loads. However, when I run an analysis and review the load combinations the vertical or horizontal earth loads are all "0". It appears that these loads are being applied…
Hello,
There appears to be a font compatibility issue. In the program LEAP GEOMATH V8i, it looks like you should be able to adjust the window in order to see the rest of the menu, however there is no option to move it.
This issue is not resolved…
At the Bridge & Bridge Inspection LEARNing Conference , Raul introduces users to his favorite new solution – the soon to be released PowerBridge Modeler software. Hear why Raul is so excited and learn what other sessions he is teaching. #Bentley15 .
What Time-Dependent Loss model does Conspan use (CEB 90, ACI 209, LRFD 6th etc.)? In the Design Parameters box in the Girder or Analysis tab there are options for Approximate Method, Refined Method, or Pre '2005 Interims' LRFD to compute losses. This…
One of the new features added to the latest RC-PIER is the comprehensive auto-generation of WS loads and load combinations per the FDOT SDG 2013:
An option for WS load auto-generation is now offered under the “Loads” tab.
FDOT strength and service…
A few RC-PIER users recently asked questions about the two analysis options in the abutment design and the related footing design reports. Here is some clarification. In abutment design, when "Cap as continuous beam" is selected for the frame analysis…