Class 4 Steel Section Capacities Eurocode
Does anyone know how STAAD derive the following for a Class 4 section?
- Minor axis bending moment capacity: if by multiplying elastic modulus with design strength, the moment capacity would be much higher than the computed values shown in STAAD output…
Base Plate Thickness Result Issue in RAM
Hi There,
I designed some columns in Ram SS for a particular model. However, the software has specified a baseplate thickness of about 1500mm even though the ultimate load on the base plate summed up to about 109kN. Is there something I might be missing…
RAM SS Cantilever Beam - Column Moments
Is there a way to confirm the loads that are imparted from a stub cantilever gravity beam into its supporting column, and can we confirm that this is what RAM does in the steel column design module? My office was reviewing a couple of cantilevers off…
Design of Steel Columns and Frames using RAM Frame loads
I have used the concrete functions in RAM SS for lateral design, I know that the columns designated as 'Lateral' will use the RAM Frame loads for design (when checked off) for design checks. I am now using RAM SS for a steel structure, and noticed notes…
I want to use RCC floor slab effect on the steel structure of an industrial building. Shall I use master slave command or shall I use floor diaphram command?
steel quantities especially column size get reduce while considering the rigidity of RCC floor into account. what shall be right approach to consider its effect.
why is staad selecting me large steel section for me
Good day my fellow staad users. I am currently designing a steel portal on staad pro. i noticed that when i use the select command, it selects larger section than when i use my hand to design it myself.using BS 5950 2000
for example rafter size manual…
Problem modelling plates on top of beams for elevated steel water tank
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…
mast tower staad.pro v8i
pl lead me to STAAD PROBLEM EXAMPLE for a mast.
Been to a STAAD training & seen an example problem in the handout, but no leads to it.
i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks
Steel Columns fail in unity check
Hey guys, could anyone tell me how did staad generate its unity ratio check (BS5950-2000) ? it states that Normalized ratio = actual / allowable , where can i get these figures in my output file ?
mast tower staad.pro v8i
pl lead me to STAAD PROBLEM EXAMPLE for a mast.
Been to a STAAD training & seen an example problem in the handout, but no leads to it.
i WOULIKE LIKE TO RUN THAT MODEL & LEARN ITS STRUCTURAL ANALY. & steel DESIGN TO Eurocode checks
RAM Steel
RAM Steel, composed of RAM Steel Beam and RAM Steel Column, is the steel gravity design portion of the RAM Structural System .
The RAM Steel Beam Design module provides a powerful capability for the gravity design of composite and noncomposite beams…