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hi all, I have a few questions as follows: 1. During the construction of cable-stayed bridges, does the Traveler of Main Girder stiffness model always have to be considered for cable-stayed bridges to increase the stiffness of Kn girders? 2. If…

Hi all. I hava some question about steel composite brige as follows: 1. To calculator stress point of section, Rm Bridge automatic use short-term section for live load and load case type Non-permanent and use long-term section for load case type Permanent…

Hi all. In continuous beam structures, the allowable downward deflection of the bridge under HL93 load is L/800. So may I ask what is the upward deflection of the continuous bridge structure under HL93 load? best regards.

OpenBridge Special Interest Group: OpenBridge – Modeling and Analytics, New Features in OpenBridge Designer Host: Alex Mabrich User Success Manager, Bridge & Tunnel, Bentley Systems, Inc. Date/Time: May 12 2020 02:00 P.M. EDT Register Now …