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  • allowable deflection of a suspension bridge

    Hi all. Can you tell me what the allowable deflection of a suspension bridge is? And what standard is this deflection limit based on? best regards.
  • short-term and long-term composite cross-section

    Hi all. In composite steel girder bridges with concrete decks (continuous span bridges), does RM bridge automatically Calculator effective width of deck to calculate short-term and long-term composite cross-sections? best regards.
  • Steel composite bridge

    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…
  • upward deflection of the continuous bridge structure

    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.
  • allowed deflection of the bridge under the effect of live load

    Hi all. Nice to meet you. I have a model steel composite cable-stayed bridge with 6 span continuos by Rm Bridge V8, 2 side span have 150m, 4 main span is 300m. I don't known about allowed deflection of the bridge. I use AASHTO LRFD standard. If you…
  • InRoads Bridge Geometry - Create Girders

    I would like to use the InRoads Bridge Geometry tools to quickly layout girders on a tightly curved bridge. This would be a very useful tool if I could get it to work. Instead of manually drawing girder lines and checking max/min deck overhang, max/min…
  • Fonts cut off?

    Hello, There appears to be a font compatibility issue. In the program LEAP GEOMATH V8i, it looks like you should be able to adjust the window in order to see the rest of the menu, however there is no option to move it. This issue is not resolved…
  • Re: RM Bridge - Relaxation curve

    Hello R. Sousa, The main title in plot relaxation graphs is related to the Material Properties you selected for the specific Tendon. Therefore to change somenthing go to Structure>Tendons>Element Assignment (and check column Mat). Select the item and…