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Fatigue shear connector pitch design.
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LARS | LEAP | OpenBridge | OpenTunnel | RM
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LBS – Cross Frame member designations such as “1a, 1b, 2,3”…
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Fatigue shear connector pitch design.
LBS - Flange lateral bending stress Calculation.
LBS – Field Splice Capacity Check - Shear Rupture of splice plate on net section area for web plate.
LBS - Analysis for both Design and Rating
LBS – Calculation of Fatigue Stress Range
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LBS – Deflection criteria of AASHTO 3.6.1.3.2 for calculation of LL deflection
LBS – LGA Analysis – Calculation of LLDF for LL Service I deflection.
LBS – Line Girder Analysis Live Load Deflection.
LBS – Live Load Maximum Support Reaction
LBS – RSA Seismic – Acceleration, Damping, Frequency, Period.
LBS – Shear Connector locations to determine the Composite region.
PennDOT DM-4 specifications.
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LBS Reports
Displacement at the top of the girder.
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Enhancements and corrections in LEAP Bridge Steel version 22.00.02.19 (part of Open Bridge Designer version 10.11.00.40 (September 2022)
Problems Running LBS on a New Windows 10 PC
Program crashing when trying to open Standard Sections List in LBS v 20.00.00.41
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LBS – Lateral Loads on Girders in the Final condition
LBS – Stiffener Location Includes in the Finite Element Analytical Model
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Fatigue shear connector pitch design.
Revision
Creation Date
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Current Revision
Fri, Mar 31 2023 10:16 AM
MarcosBeier
2
Revision #2
Wed, Feb 24 2021 11:23 AM
Dilip Matange [Bentley]
1
Revision #1
Tue, Nov 10 2020 4:12 AM
Vinay mysore
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