Application
PLAXIS 2D
Version
PLAXIS 2D
Date created
25 Aug 2023
Date modified
25 Aug 2023
This tutorial illustrates the use of PLAXIS 2D for simulating the excavation of a road cut in a siltstone rock mass with…
I am designing a mat slab that will have a single layer of reinforcing. I have followed the advice on the FAQ page, but am getting an error with my design strips that the reinforcement has too much cover. I am trying to center the reinforcement in the…
New in PLAXIS 3D 2023.2.1
Release: October 2023
PLAXIS 3D 2023.2.1 (23.2.1.1079), superseding PLAXIS 3D 2023.2.0 (23.2.0.1059), contains the following improvements and updates compared to PLAXIS 3D 2023.1 :
Compatibility notes : Files created…
After revising a previously working model to add point loads, RAM Concept no longer shows required reinforcing anywhere in the slab. While troubleshooting, I compared design strip moment/shear demands to the original model and found them to be similar…
Hi! ProConcrete 7.1
When I try to create rebar schedules, I only have that error:
Below I have copied everything from this window:
(I know - there some in Polish, but I hope it won't be a problem.
ProStructures is in english version.)
Szczegółowe…
Application
PLAXIS 2D
Version
PLAXIS 2D 2023.2
Date created
01 Dec 2022
Date modified
03 Oct 2023
Rock reinforcements have been widely used in rock engineering practice and represent a dominant system in mines…
I am designing a basement mat foundation and found a discrepancy between the bottom reinforcement that RAM recommends. There are significantly more bottom bars provided by the reinforcement layer (figure 1) than the design status layer (figure 2). However…
In the latest release OpenBridge , ProStructures is included in the installation, not only ProConcrete . However, users will use a ProStructures license to activate all the tools fully. As for enabling ProStructure s in OpenBridge Modeler or OpenBridge…
Application
PLAXIS 3D
Version
PLAXIS 3D CONNECT Edition
Date created
30 May 2022
Date modified
30 May 2022
Original author
Pedro Reis - Bentley Technical Support Group
This demonstration video intends…
Depending on the Reinforcement Type , the reinforcement area input and results are slightly different, as listed below:
Bending : one value for the total reinforcement area;
Longitudinal : one value for the total reinforcement area;
Shear long…
I've imported the core base mat foundation in to RAM concept and modelled the supporting Piles as Point spring supports. When inputting the bottom reinforcement (H25@150 c/c in both directions) I am getting the need for additional bars within the foundation…
In schedule action “UltSup” with Reinforcement design selected, program calculates the necessary reinforcement area amount, required for the ultimate check capacity of the cross-section.
Presuming a plane strain over the cross-section, and a nonlinear…
In RM Bridge Enterprise, User can perform the ultimate limit check for a specified envelope based on the stress-strain diagrams of materials and calculates, if requested, the required reinforcement amount ( ULS reinforcement design ).
The following…
Concept is providing a "Performance" warning upon running analysis, stating that there are "Too many user bars to detail". The strips are 320' long and are supposed to have #5@14" perpendicular to the 320' length (about 275 bars). Does this warning just…
Hi everyone!
I'm trying to reinforce a concrete wall with single Rebar Distribution tool, but i'm getting a unwanted result.
I'll appreciate any idea of how to handle this..
New schedule action for plotting ultimate bending capacity in the cross-section for load cases and envelopes is now available. Users can now plot the list files results (.lst) and will be able to quickly check if the ultimate capacity is achieved in the…
hi all.
i am trying to add a 'u' shape bar to the rsf file. the program defaults it to a 'L' shape and wont allow me to change it.
we have found a work around by creating a small straight section between 2 bends and then the program defaults it to…
I've added a custom, parametric pier to an OBM model of a bridge I'm working on, and I'm now trying to add reinforcing steel to it; however, when I boot up the ProConcrete workflow and try to add reinforcing steel to any of the columns/caps/drilled shafts…
Hi,
I've come across this particular issue a number of times but have never had RAM specify this much shear reinforcement before - see snapshots below. This is a one-way slab and band beam system so wouldn't be expecting shear ties in the beam like…
Which Bentley software is best to create shop drawings of reinforcement of concrete bridges (reinforcements for all elements of the concrete bridge-like deck piers piles etc.) Remember I have Bridge drawings in 2d AutoCAD format and I want to first model…