Hi all. In the design of a cable-stayed bridge, what is the allowable displacement of the A and H shaped towers under live load? Best regards.

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.

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.

I'm attempting to simulate how thermal loads may affect the backfill behind an integral abutment by deploying PLAXIS 2D. I modelled the concrete bridge deck as a Linear Plate element and included a prescribed displacement near the top of the abutment…

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…

I have a bridge where I need one span to have a different girder concrete strength than another span. When I update the concrete strength in "Data Modification" and edit my beam strand pattern, all the dead load deflections are zero. I'm currently using…

I am having trouble extracting the dead load deflections from my Leap Bridge Steel model. I have run the analysis with no issues, but cannot seem to get the dead load deflections. I have tried two different ways and both have been unsuccessful. I am running…

Hello, I am new to Leap Bridge Steel and have a few questions: 1) What method is used to determine the deflections of girders for the HL-93(Deflections per AASHTO)? I am comparing the deflections for 2 girders with the same properties and the same…

Is there a way to add a supplemental composite DW load for a poly wearing surface in Leap Concrete Bridge? I want to keep it separate from the Future Wearing Surface (Composite DW) load I already have. This is necessary to accurately calculate camber…

From what I understand Conspan calculates 10th point increments from the total precast length and not the bearing to bearing span length. Is there a way to get camber and deflection readouts at the bearing to bearing 10th points? All the DOTs in New England…