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Consulting Firms are now welcome to the Texas DOT Bentley Communities webpage
Steve Phipps-C
All, Consulting firms are now welcome to join the Texas DOT Bentley Communities webpage. Feel free to invite anyone who works with a consulting firm. If you wish, you can send them the following link to request access: Texas DOT
3 months ago
Texas DOT
Texas DOT Blog
Deck Panel Modeling in OpenBridge Modeler
Sri
Stay-in-Place partial depth Deck Panels were modeled in OpenBridge using the "Accessories by Path" command.
PartialDepth_DeckPanels.png
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over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Files
RE: New Forum for ADINA
Seth Guthrie
We are still trying to work out those details, but the ADINA products won't be part of the Structural WorkStuite (aka Enterprise) anytime soon.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Announcements Forum
RE: STAAD Foundation Isolated Footing Area Computation
Kris Sathia
Answer to question (a) Factored load combinations are used for final dimensions usually only if M/P is greater than 0.5 times the dimension calculated using the service loads for either of the two directions. Bending moments and shear forces for the…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: STAAD Foundation Isolated Footing Area Computation
Kris Sathia
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Direct Analysis Method
Seth Guthrie
This wiki explains the complete workflow to perform the Direct Analysis Method using RAM Elements. 1.1 Introduction In order to use the Direct Analysis Method, the next steps are required: Definition and creation of Notional Loads. This is done…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
Custom Load Group and load combination (wind load)
Dilip Matange [Bentley]
When we use new/custom load groups the program is not generating Load Combinations for the respective Wind loads as it does when using default load groups. It seems to be generating as if we were using the cross combination option. Current LEAP Bridge…
over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
Arch Bridge model in OBM
Sri
Modeling a concrete Arch Bridge in OBM
OBM_Arch_Bridge.png
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over 1 year ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Files
RE: Read reinforcement option in Open Bridge Designer
Vlad Grigoras
Hi Rafal, The reinforcement is read only for the footings. If you have designed other elements in LEAP, they will not be created in OBM. This is something that we seek to implement in future versions of OBM.
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
Read reinforcement option in Open Bridge Designer
Rafal Anay
Hello All I am having a problem with reading reinforcement designed by leap bridge. After I got the model done using BIM work flow, I sent it to leap for design, then I got the design done and closed the leap bridge to update the model. After that…
over 2 years ago
LARS | LEAP | OpenBridge | OpenTunnel | RM
LARS | LEAP | OpenBridge | OpenTunnel | RM Forum