In LEAP Bridge Concrete , for a flared bridge model with only one single span, the user has to follow some steps to adjust the Precast length :
1. Open the model and go to the Superstructure tab, select the Precast/Prestressed Girder button to open…
Question : Why am I not able to change the Mag1 values in Precast/Prestressed module when generating loads manually?
Answer : In OpenBridge Designer (10.09.01.15) > LEAP Bridge Concrete (21.00.00.24) this is a known issue. We are unable to enter the…
To add the section from a existing file to the beam section library follow these steps:
Open LEAP Bridge Concrete and open the file that has the missing beam section.
Go to the Superstructure tab and launch Precast/Prestressed Girder module.
You…
The Span Type offers multiple choices to select from:
Simple Span: The Simple Span option allows you to specify information for only one span at a time.
Multi Span (continuous): The Multi Span (continuous) option should only be selected if the live…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: If the user is using LRFD then he/she does not have to check "Wide…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: AASHTO LFD STANDARD CODE -- How the program is calculating Shear…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: If the user is working on an adjacent box beam design with a 6%…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: Does Leap Conspan considers centrifugal force and apply distribution…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: How can the user input new AASHTO live load HL93 which is a combination…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: Is it possible to apply live load as point load in Conspan?
ANSWER…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: User wants to use LRFD format while applying AREMA-E80(T) loading…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: How does CONSPAN calculate the tenth points? For ex: User is unable…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: Are permit vehicles (PV) used in calculation of moments in the negative…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: Camber and Deflection - Is the Diaphragm load considered as part of the…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: Why is that the program is checking stresses at top of the topping…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: If there are four lanes in total – two travelling in one direction…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: Does Conspan calculates the deflection for Design Tandem Live Load…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: Is the Detensioning table provided for designers or fabricators …
QUESTION: Detensioning portion of the design print out is same as the release stresses for the beams ?
ANSWER:
Detensioning is the process of releasing (by cutting) the strands, typically two at a time.
Release stresses are the stresses after all…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: How to distribute Future wearing surface load to particular number…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: How does Conspan computes the distribution factors for skewed…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group
QUESTION: Where can the user find Elastic shortening information in Conspan output…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group -VM
QUESTION: How Conspan is measuring the Spacing between the Girders for Flared…
Document Information
Document Type: FAQ
Product(s): LEAP CONSPAN/ Precast/Prestressed Girder
Version(s): All
Original Author: Bentley Technical Support Group - VM
QUESTION: For flared girder bridges, how does the program calculates the distance…