Hi,
Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…
RAM Elements is a finite element-based general analysis program with an integrated design toolkit. In RAM Elements, you can design complex three dimensional structures or individual structural components. In the RAM Elements main application, a model…
How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?
I'm trying to model HSS with different widths at its end. But I do not have any idea how to model it in RAM Elements. If anyone has a solution for this, please let me know. Thank you in advance.
A section like this.
I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model.
When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…
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I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help.
The problem is:
While the beam offset works perfectly for modelling a beam…
Hello,
Currently, I am using STAAD pro Connect edition's latest version.
Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA).
1. Can…
Dear sir,
I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
Dear sir ,
Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std
I have got my report, but there is no loading details like dead load, Wind loads and all...
In report settings i have added Loadings, but its not showing.... Wt to do????
i want to see other load details. How to get that details?
Hola;
Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link.
https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…
Hello everyone,
I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3.
I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…
Product:
STAAD.pro
First Affected Version:
21.00.02.30
Found in Version:
21.00.02.30
Fixed and Released in Version:
21.03.00.146
Area:
Steel Design
Issue #:
873409
Problem Description…
Applies To
Product:
Ram Elements
First Affected Version:
14.00.00.240
Found in Version:
14.00.01.08
Fixed in Version:
Environment:
All
Area:
Design
Severity:
High
…
Applies To
Product(s):
STAAD.Pro
Version(s):
ALL
Environment:
ALL
Area:
Steel Design
Subarea:
General Steel Design Solutions
Original Author:
Sye Chakraborty, Bentley…
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