Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
LARS | LEAP | OpenBridge | OpenTunnel | RM
  • Product Communities
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki Lateral Stability
    • Sign In
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • OpenBridge Designer: Onboarding Guide
    • How to Download OpenBridge Modeler or OpenBridge Designer?
    • +Bridge Products: Operating System and Hardware Requirements
    • +OpenBridge Modeler CONNECT Edition
    • +OpenBridge Designer CONNECT Edition
    • -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
        • "Retain Beam Level Changes"
        • "Wide Top Flange" option for I girders in the beam section library .
        • AASHTO LFD STANDARD CODE -- Shear Resistance Ratio calculation
        • Adjacent Box Beam design with super elevation
        • Amount of Reinforcing Steel in the top of precast sections.
        • Application of Centrifugal force in Leap Conspan
        • Application of concentrated loads to lane loads
        • Application of Live Load as Point load
        • AREMA-E80(T) Loading
        • Bridge Component Layout definition
        • Calculation of 10th point in Conspan
        • Calculation of cracked section properties
        • Calculation of negative moment for Permit Vehicles (PV)
        • Camber and Deflection -- Diaphragm load as part of Total self-weight of the beam
        • Can Live Load reactions be separated into truck and lane loads.
        • Computing stresses at Top of Deck
        • Conspan Interpretation of Two Lanes travelling in one direction and two lanes on the other direction
        • Dead Loads - Precast ,Composite and Composite Additional Dead Load
        • Deflection for Design Tandem Live Load .
        • Detensioning table
        • Difference between Detensioning and release stresses for the beams in the output
        • Difference between Vmu and Vu
        • Distribution factors calculation for Multi Stemmed Beams
        • Distribution Factors for Composite Dead loads
        • Distribution factors for skewed bridge .
        • Elastic Gains
        • Elastic shortening
        • Exceeding stress limit for Precast Top - Negative Moment Envelope condition at Bearing location
        • Expansion joint
        • Export and Import of reactions from Conspan to RCPier.
        • Export of Reactions from Conspan to Rcpier
        • FDOT -- Shear Reinforcement calculation
        • Flared and Skewed bridge Girder Spacing
        • Flared Girder -- Spacing between the girders along the Support
        • Flared Girder Analysis
        • Flared girder bridges - Calculation of distance between center of Abutment to the center of abutment
        • How do I consider impact (IM) and distribution loads (DF) under live load reactions?
        • How do I run analysis with a permit vehicle
        • How to add Custom Beam Section to Precast/Prestressed (CONSPAN) Library
        • How to add Custom Vehicle to Conspan Live Load Library
        • How to add/modify Height and/or # of strands for an existing Beam Section in Precast/Prestressed Girder Module?
        • How to change the Fy(ksi) value
        • How to Determine Inflection Point
        • How to import a beam section from a file to library?
        • How to input live load distribution factors manually in Precast/Prestressed module?
        • How to keep distribution factors input manually from changing back to program computed
        • Import of Leap Conspan Dead Load (DC) Reactions to RCPier.
        • In V13.00.00.68 the Double tandem is not selected as the default truck .
        • Is hold down force summation of vertical component for all the strands or just for one strand ?
        • Is there a hand calculation example for rating?
        • Lateral Stability
        • Lever Rule For Computation Of Live Load Distribution Factors In CONSPAN [TN]
        • Live load analysis for Simple span and Non Continuous Span
        • Live load and composite loads forces showing up at abutments
        • Live Load Deflection
        • Live Load Maximum Shear Calculation for SERVICE III Limit State
        • Live Load reactions shown in the output
        • Locating Inflection Points for Continuous Beam
        • Losses - Relaxation of Prestressing Strands
        • Losses -- Final/Total Gains Calculation
        • Losses -- Total Prestress Losses
        • Manual input of debonding percentage limits
        • Mcr shown in "Ultimate Moment Table" and "Vertical/horizontal shear Table"
        • Modifying the Deck width in Bridge Component Layout Dialog Box
        • Negative Moment between Dead Load Contra Flexure Points
        • Nomenclature -- Horizontal Shear
        • Non-continuous model to be made continuous only for composite loads
        • Options not getting retained in the Beam's TAB --> Design Parameters
        • Overhang of Precast Length over bearing on each side cannot be greater than 5% of precast Length
        • Pedestrian load
        • Pedestrian Load - Applied on one side of the Bridge
        • Post-tensioned check box on the Geometry tab screen
        • Prestressing and Post Tensioning Tendons in Girders
        • Provision of Utilities in between Box beams
        • Rating - LFD Code - Calculation of K value.
        • Rating -- Bearing Location for Shear
        • Rating for the Design Lane Load
        • Rating – Longitudinal Reinforcement check.
        • Reaction for Double Tandem or Double Truck
        • Rotation Values
        • Runtime Error message
        • Save/Load Strand Patterns
        • Saved Strand Pattern, Stirrup patterns, Rebar in Beam,
        • Shear and Torsion Calculation
        • Skew Correction Factor - Thickness of Slab
        • Skewed bridge - Correction factor due to load distribution factors
        • Skewed Bridge and shear in the exterior beams
        • Some deflections are zero after copying the strand pattern to another beam
        • Span Types
        • Strand cutting Pattern or sequence
        • Stress Limits for Concrete
        • Temperature Results in the Analysis TAB
        • Tensile stress at the bottom flange for the Service III load case.
        • Tenth of point reporting POIs
        • Uniform temperature used to calculate horizontal displacement
        • Vertical Shear -- Calculation of Mmax value.
        • Volume to surface area ratio
        • What allowable stresses the Detensioning stresses are compared against ?
        • What is the number of spans limit under PS girder design module (former CONSPAN)?
        • Where is the Tutorial PDF located?
      • +LEAP RCPIER - Substructure
      • 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
    • +LEAP Bridge Steel - OpenBridge Designer
    • +RM Bridge - OpenBridge Designer
    • +LARSBridge V20
    • +OpenTunnel Designer CONNECT Edition
    • +How to log Service Request?
    • USA State DOT links
    • OpenBridge - OpenTunnel Ideas
    • Working from Home with OpenBridge Modeler
    • Working Remotely with OpenBridge Designer

     
     Questions about this article, topic, or product? Click here. 

    Lateral Stability

    Lateral Stability

    The potential for developing cracks due to additional tensile stress induced in a long prestressed concrete beam during lifting and transportation is a known problem. Another area of concern is the beam entering an unstable condition by rolling over along its longitudinal axis during transportation. This stability module in Precast/Prestressed Girder calculates the factor of safety against these undesirable conditions during lifting and transportation of long prestressed concrete beams under various support conditions. The program calculates the factors of safety against cracking and rollover, and stresses at critical points along the beam. The methodology follows the procedures outlined in PCI Journal articles by Dr. Robert Mast.

    Currently Lateral Stability tool is only available for I Girders.

    The main features of this module are:

    • Analyzes the behavior of precast beams hanging from lifting loops
    • Analyzes the behavior of precast beams supported on truck and trailer
    • Evaluates the wind effects on beams hanging from lifting loops or supported by truck and trailer
    • Evaluates the effect of inclined cables used for hanging beams
    • Includes the dynamic/impact effects during transportation
    • Graphically shows the variation of factors of safety with the overhang or support distance from the end
    • Computes factors of safety against crack initiation and complete failure for precast beams hanging from lifting loops
    • Computes factors of safety against crack initiation and rollover for beams supported on a truck and trailer during transportation

    • Share
    • History
    • More
    • Cancel
    • Dilip Matange [Bentley] Created by Bentley Colleague Dilip Matange [Bentley]
    • When: Thu, Dec 8 2022 10:08 AM
    • Revisions: 1
    • Comments: 0
    Recommended
    Related
    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies