Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How to reset Loads when changes to model are made ? ANSWER: User needs to go…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How the program is numbering the Piles while performing Pile Reaction Analysis…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Is the compressive loads on each pile being distributed based on the section properties…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Pile Foundation Design --> How are Ix and Iz values being calculated ? ANSWER…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Does the program design piles in a pile foundation? ANSWER: RC Pier does not…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: In RCpier program if the user selects Up station or Down Station option in the…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Does Footing Design include the P Delta Effect?. ANSWER: Generally for Slender…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: When the P-delta option is checked, are the ensuing force envelope results for…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How are moments amplified by P-Delta and Moment magnification method applied while…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: For the case of pier columns supported by individual drilled shafts is the shaft…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: One way shear :How to Measure distances to calculate critical section distance…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: What does the note "No Two way Shear " mean in Leap RCpier Footing design status…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How does the program applies multiple presence factor ? ANSWER: Regarding the…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Where can the user find Pier Cap Moment and Shear Diagram and also Column Interaction…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How can the user check the column for minimum reinforcement ?Is it possible for…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: In the latest version where can the user find the user manual file ? ANSWER: …

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: Which equations does RC pier checks for Ledge reinforcement (Bars M & N) calculation…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How to verify if the program is considering the correct Stem width for calculation…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Will RC Pier model the Integral abutment as pinned at the top? ANSWER: Integral…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: Where can the user find the information on how to input the Strut and Tie model…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How to Import Conspan reaction to RCpier? ANSWER: If the user is using Standalone…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group - VM QUESTION: How to apply Ice Load on a pier ? ANSWER: User has to apply ICE load based…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How to read the Reinforcement information from Column/Wall Pier and Abutment Design…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/Substructure Version(s): All Original Author: Bentley Technical Support Group -VM QUESTION: How to add Custom Load group to Leap RC pier Library ? ANSWER: If the user wants…

Document Information Document Type: FAQ Product(s): LEAP RCPIER/ Substructure Version(s): All Original Author: Bentley Technical Support Group QUESTION: While designing the footing for flexure, does the program checks for Minimum Reinforcement…