Difference in Tendon profile from info tab and Tendon plot command
I've modelled multiple tendons for a segmental bridge and I'm facing issues with the tendon profile. I've defined the tendon profile with coordinates with respect to the nodal axis and when I check the profile using the info tab the profile (in elevation…
NEGATIVE PIVOT ERROR
I'm currently working on a single-cell box girder (balanced cantilever). The bridge is on a curve and comprises 10 spans. I've modelled the superstructure and piers together and defined the bearings as springs in the pier definition in the modeller. At…
Cable stayed bridge modeling OBM or RM
I am modeling a conceptual design for a cable stayed bridge. I have modeled other bridges in Open Bridge Modeler however I dont think it allows for cable stayed bridges. I know RM Bridge does. Should i Just try and do everything in RM? the main goal of…
New to RM: Defining Load Locations
I've been messing with alot of particular point loads along a model with alot of broken up elements. It would be easier for what I'm doing if there was a different way to identify where a load falls in a model.
Current Method: Manually identifying…
SIG Virtual Workshop: OpenBridge – Modeling and Analytics, New Features in OpenBridge Designer
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
…
RM Bridge - Derailment loads BD37/01
Hi,
I am modeling a balanced cantilever rail bridge.
There is no macro or load type on Derailment load in the RM analyzer. I cannot find any writing or discussion regarding the Derailment Loads in RM bridge as well.
I know that I can create manually…
RM Bridge: Calculation of perimeter exposed to drying
How is the perimeter exposed to drying (internal variables U and UIN) calculated in RM Bridge, and is there any way to define which edges of a section part are or are not exposed to drying? I am modelling a voided slab bridge with a grillage. The vertical…
RE: How to use RERESULT in RM Bridge TCL?
Dear Sir,
Great to hear from you, you have shared a useful information, but unfortuantely iam not able to understand the syntax, of the scripts you given, can u pls expalin in detail at least for
import rm model
rm9.exe -small –nohist -nowait -import…
RE: How to use RERESULT in RM Bridge TCL?
Dear all can anyone tell me how to generate the model through command line arguments, run it and export result,
import the tcl file through command line.
Simple Moving load generation
Dear Sir,
Am a young engg. and new to staad pro. I just have to calculate an approximate moment calculation for moving loads for defined. Just for study purpose. i have created 2 beams and a set of loads defined for loading. i have generated load…
RM Bridge - Relaxation curve
Everytime I plot relaxation graph from the menu: Results>Plot>Creep/Shrinkage Curves>Rel(t) the main title is always Canadian HBDC, even when there is another code selected. Creep curves and E modules curves are ok.
Can I do something to corrrect this…