Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

It would be very helpful to be able to put in different spacing for the shear stirrups than for the shear connectors between the beam and deck. I know older standard detailing had these all as one bar so the spacing would always be the same. Howev...

Add an option to get camber given at 10th points on the clbrg span instead of the precast span. beams are being set at a certain elevation at CLBRG so the camber up from CLBRG is what we need to design geometry around, not camber up from end of pr...

Currently, Drainage and Utilities feature definitions get captured via the CIVIL_CONTENTMANAGEMENTDGNLIBLIST variable within the workspace. Many configurations often use wildcards and file names that lump together features of D&U with road, ra...

In LEAP Bridge Steel, include an option for the analysis reports and diagrams to include total reactions from factored load combinations. The current reports only provide unfactored reactions for individual load cases which leaves the user to manu...

It would be very helpful if ORD drainage model calculates the velocity and normal depth in the gutter- especially when we use gutter as a user defined gutter/channel in the medians to analyze median channel.

Our bridges are designed with a haunched (or angled) soffit at the outside edges of the deck. These extend from the outside edge of the deck down to the top of the outside girder flange. Right now, this can be fudged in a deck template on a straig...

Suggest making California design for abutments on LEAP to follow this Live Load Distribution memo. All abutments in California must be designed using the following Live Load Distribution method or it would not be acceptable per Caltrans standards....

LFD design code is used in superstructure rehabilitation projects for bridges that are originally designed with LFD. Please consider making it an option in LEAP Steel similar to LEAP concrete.

Plese copy tool "Place cell/ block" from Bentley Rail Track SS2 to Open Rail to have possibility annotate cant on cross sections. Many Thanks in advance.