At the vertical brace connection framing-to-beam-column junction , it appears that the Hb force component (required shear force on the gusset-to-beam connection) is considered as the axial force at the beam-to-column connection interface, rather than…
Hi,
I am writing to report an issue with the RAM Connection Standalone 2023 software. I noticed that when I was designing a W beam to HSS column single plate (shear tab connection), the software did not check the slenderness of the HSS wall as per AISC…
Is it possible to share the user connection database in Connection Design using STAAD PRO Connect?
I'm trying to find a user connection database file location, which I need to share my connection database (created by the user) to the team.
My purpose…
I noticed that steel auto drafter does not show the correct working point of beams. As seen below, WP is set at 1m from EL.2.05 which should place it at EL.3.05 however this is not the case if dimension is measured in the generated drawing. Please advise…
Hi,
I want to access to a set via WSG link. what is the classname I need to use ? I understand for files it is document.
So maybe it should be something like that => https: // <projectwise-server> /ws/ v2. 8 /repositories/<repository-id> /PW_WSG…
Hi, there are a lot of bridges still being built with riveted connections, as well as many old ones. I would like to be able to place rivets in prosteel, in addition to bolts.
Could you add them to prosteel maybe? Currently, we are modeling them using…
In RAM Connections, can anchor bolts be checked for combined shear and tension per AISC DG 1 which considers bending in the bolts due to shear when oversized holes and welded washers are used? I see that the software currently calculates these per ACI…
Greetings,
I'm doing Ship Impact Analysis with joint flexibility and joint strength Check. I've found some problems with zeta parameter on K-connection. I've read the manual and I thought that there is no zeta parameter listed. Can someone help me with…
I am using STAAD Pro Connect Edition to design a connection between two beams, beam sitting on top of a concrete seat and a connection between HSS brace and W beams for a piling template. The top beam has been rotated 90 degrees around its axial axis…
I'm getting some conflicting graphical information and output. I'm designing a special concentrically braced frame (SCBF) with wide flange beams and columns and HSS braces. The frame column webs are oriented in the plane of the frame and all beam and…
Product(s):
APM Implementation and Performance Management
Version(s):
7.18
Environment:
Bentley Hosted APM
Area:
Connectivity
Subarea:
SmartClient
Problem
From one day to the next, SmartClient…
For a column base plate, the Steel Design Code uses the up-to-date AISC 360-16. However the Concrete Design Code is still the outdated ACI 318-08. I understand not much has changed for the anchorage provisions in the ACI other than it being reorganized…
The Partial Twin Leaf Pier Bottom Connections could be modeled by attaching the Previous full Cross-section to the new Double Leaf CS thru its nodes.
As shown in the picture below, the best practice is to use different node numbers and use rigid links…
Moment at end of beam are 14132 Kip-in ( 1177 Kip-ft) when I design connection they moment considered are 1075.5 Kip-in (89.63 Kip-ft).
why moment and forces are taken less then actual in Ram connection. Screenshot are attached.
Working on a steel project in which we're using CoreBrace BRBFs for a portion of our lateral system. We've gone through the first part of our lateral analysis and have received a table of values (including overstrength parameters) back from CoreBrace…
Applies To
Product(s):
RAM Structural System
Version(s):
All
Environment:
N/A
Area:
RAM Steel
Subarea:
Connection Check; Reports; Tables
I've created a .con…
Hello,
Recently I am modeling two rainwater gravity drainage systems with two separate Outfalls. My task is to connect them together and to analyze the hydraulic flow distribution after the connection.
My question is: is there any suggestions or rules…
We only use 4 of Bentley's products. Yet they give us access to everything and we have to figure out how to create groups and modify exceptions and create allow and deny rules per country, and on and on and on.
I sure would be nice if we only had access…
Hi Everyone.
I am trying to solve the connection between beam, column flange and gusset.
And i get the "Not a number" error. When i look at the result i find that the problem is in the Gusset forces:
In the "Loads" section i can see the forces…
Applies To
Product(s):
AutoPIPE
Version(s):
ALL;
Area:
Licensing
Date Logged & Current Version
Oct. 2021 12.06.00.48
Problem:
The following was displayed while using AutoPIPE:
Connection with the Licensing…
CONNECTION Client dice "Working"
Producto(s):
CONNECTION Client
Version(es):
11.00.01.xx and newer
Area:
Access
Problema
CONNECTION Client dice "Working" y no completa el inicio de sesión
Detalles del…
Product:
MicroStation
Version:
10.16.00.80
Environment:
N\A
Area:
Database
Subarea:
Oracle
ODBC can leverage MS_ODBCPARAMS, but a direct connection to Oracle cannot.
How can I connect automatically…