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LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki To increase the speed of Analysis and Design time .
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    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • OpenBridge Designer: Onboarding Guide
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    • +Bridge Products: Operating System and Hardware Requirements
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    • -LEAP Bridge Concrete - CONSPAN, CONBOX, RC-PIER, CONSPLICE, and GEOMATH inside OpenBridge Designer CONNECT Edition
      • +LEAP Bridge Concrete main interface
      • +LEAP CIP RC/PT Girder - CONBOX
      • +LEAP CONSPAN / Precast/Prestressed Girder
      • -LEAP RCPIER - Substructure
        • AASHTO spec for negative moment and reaction for Design Tandem.
        • Abutment Design -- Pile Reaction calculation
        • Addition of Custom Load Combination
        • Analysis of Strut and Tie model
        • Application of Ice Load on column
        • Application of Impact factor
        • Application of Response Modification Factor for BM, SF and Axial Force
        • Assigning Drill Shaft under Spread footing or Grade Beam.
        • Assigning hinge in RC pier
        • Auto compute geometry by girders
        • Auto Live Load Generation -- Input Already Computed Reaction
        • Auto Live Load Generation : Distribution of Reaction on Bearing lines
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        • Automatic Revision of Footing Dimension
        • Availability of Integral Pier option based on Superstructure Type
        • Bearing Assignment for Integral Slab
        • Buoyancy force
        • Column and Drill Shaft -- Service and Strength Analysis methodology.
        • Column Design -- crack control check
        • Column Design --> e-min effect consideration in the calculation.
        • Column Types
        • Cracking and Fatigue in Footing
        • Crash Wall Design
        • Crash Wall Modeling
        • Creep and Shrinkage Values
        • Curb to Curb distance in RCpier
        • Custom Load Group and load combination (wind load)
        • Custom Pile layout
        • DC and DW load cases
        • DC loads distribution on the beams
        • Design of Drill shaft
        • Displacement/Deflection Information of Pier/Column.
        • DL Reaction for “Continuous Bridge Model”
        • Does Bearing data play role in analysis
        • EH Load Case -- Horizontal Earth Pressure
        • EV Load – Vertical Pressure from Dead Load of Earth fill.
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        • Footing Design - Impact factor
        • Footing Flexural Reinforcement Design
        • For Texas state specifications, SW should be generated by the user
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        • How do I make sure the program is running moment magnification analysis for column design?
        • How does one filter Analysis Results so that we can look at limited nodes/members results?
        • How to add Custom Load Group to Leap RC pier Library
        • How to decrease model (file) size
        • How to read reinforcement information from Column/Wall Pier & Abutment design TAB
        • Ice Loads : IC
        • Import of Conspan reaction to RCpier
        • Input of Strut and Tie model in RCpier.
        • Integral Abutment Modeling
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        • Out-of-plane reactions distributed to pier columns for AASHTO LRFD with California option in Substructure
        • P Delta effect on Columns and Drill shaft
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        • Pile layout and Load distribution
        • Pile Numbering Methodology
        • Procedure to Break the Dependency of 2 load cases .
        • Procedure to Reset Loads when changes to model are made
        • RC-PIER loads are erased if the geometry of the pier is changed
        • RC-PIER moving bearings may invalidate auto-generated bearing loads
        • RCpier -- Types of codes
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        • RSA - multimodal analysis
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        • Seismic Design - Response Modification Factor
        • Seismic Design -- Extreme event and Extreme event Seismic
        • Service Tensile Stresses check in the columns
        • Shear Capacity of Column/Pier
        • Spring Definitions
        • Steel (H-steel) Pile properties
        • Straddle Bent -- Deck Offset between center of the deck and center of the bent cap
        • Structure Model - Additional Check points
        • Tensile stress check in Pier cap reinforcing for Service III Load Combination
        • Texas State Specification
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        • To increase the speed of Analysis and Design time .
        • Two way shear Design in Footing
        • View loads and structural model
        • Warning message -- "No Strength or Extreme Event Load Combination selected"
        • When is P-Delta analysis specifically required?
        • Wind Load on Structure - Overturning wind force
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        • How do I create a pier arched cap
        • How do I input a zero depth of deck slab (under Substructure)
        • How is bearing pressure/soil pressure calculated for isolated spread footings?
        • How to access RCPIER in LEAP
        • How to reduce Load Combination processing time?
        • Pier View Direction
        • Table 2.4.1-1 Design Wind Speed, V, per county for Florida updated for 2021
        • What is the difference in between Extreme Event and Extreme Event Seismic load groups
        • export analysis results to Excel under Substructure design
        • how to manually input moments on pier cap
        • how to open Online Help for Substructure (former RC-PIER)
        • Pier Cap Design - Cracking stresses fs-t and fs-b
        • Seismic: Cs and Period (T) Calculation.
        • Shear Reinforcement for Pier footing through STM
        • Wind Load hand calculations under Substructure tutorials
      • Enhancements and corrections in LEAP Bridge Concrete version 22.00.02.19 (part of Open Bridge Designer version 10.11.00.40 (September 2022)
      • How do I find out the AASHTO Code option I am using?
      • SELECTsupport TechNotes And FAQs
      • Service Design Check- LFD & ASD
      • Where is the consolidated library of LEAP Bridge Concrete located?
      • Working Remotely with LEAP Applications
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     Questions about this article, topic, or product? Click here. 

    To increase the speed of Analysis and Design time .

    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 to reduce the number of Load combinations and eventually Analysis and Design time.

    1) Program generally generates the wind load at every 15 degrees , i would recommend the users to delete the wind loads generated at 15 ,45 and 75 degrees as it is not required to generate at every 15 degrees and even at every 30 degrees the program will generate fairly good results. This will help in reducing number of load combinations and eventually Analysis time.

    2) If possible try to select only the critical vehicles which will generate worst reactions and this will help the user to reduce the number of LL cases. This will help in reducing number of load combinations and eventually Analysis time.

    3) Thirdly user can go to combination and click on parameters and select Dependent load cases instead of cross combination . If incase dependent load case option does not work you can manually go to dependency table separate the load cases or the dependency by selecting None. Cross combination generally generates a lot of load combination which will increase the analysis time.

    4) Use only the load groups which are required for that particular project.

    5)  Do not generate Braking force load cases along with the Live loads. Only one braking force is enough for analysis purpose.

    6) Close all the other programs while running this particular file .

    • substructure
    • speed of Analysis and Design time
    • LEAP Bridge Concrete
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    • Vinay mysore Created by Bentley Colleague Vinay mysore
    • When: Fri, Jul 4 2014 7:31 AM
    • Dilip Matange [Bentley] Last revision by Bentley Colleague Dilip Matange [Bentley]
    • When: Tue, Feb 15 2022 5:01 PM
    • Revisions: 4
    • Comments: 0
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