RE: RAM Connection Directly Welded Beam-to-Column-Flange Connection
Our main concern is failure of the beam tension flange at the weld. As EOR, we specified this particular W18x46 moment connection be designed for 262 k-ft (LRFD). This is 77% of phi*Mp. The fabricator's engineer is saying they can only achieve 235 k-ft…
How to extract number of load cases/combinations in an Load Envelope using OpenSTAAD?
I have 4 load envelopes. I would like to extract number of load cases/combinations in an Load Envelope using OpenSTAAD vba function.
Also, I would like to extract an array of load cases/combinations included in any given envelope number.
Is there…
Base Shear Does Not Match the Summation of Shears
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
Analysis Solutions
Subarea:
Response Spectrum Analysis
Original Author:
Bentley Technical Support…
RE: OpenSTAAD Help File - Help!
Vinu, the documentation cannot be understood by programming nerds because it is wrong. Here's the code snippet you requested.
Sub Main() Dim objOpenStaad As Object Set objOpenStaad = GetObject(, "StaadPro.OpenSTAAD") objOpenStaad.Load.CreateNewPrimaryLoad…
GetRepeatLoadCount Syntax
I plan to get the total number of primary load cases & repeat loads, thus, I tried below code
Dim objOpenSTAAD As Object = GetObject(, "StaadPro.OpenSTAAD")
Dim pLC As Int32, pLC2 As Int32 Dim pLCn() As Int32 pLC = CInt(objOpenSTAAD.Load.GetPrimaryLoadCaseCount…
RE: SEISMIC ANALYSIS PROBLEM IN STAAD
Hi Kris,
Currently, I'm facing the same problem as mentioned by Arup. I have to prepare different STAAD files for the different set of Masses in operating condition.
I am using STAAD connect, is there any tool in this version of STAAD which take care…
RE: SEISMIC ANALYSIS PROBLEM IN STAAD
Is this resolved in STAAD connect V22 edition? Can I define determine seismic forces for two different conditions which have different seismic weights?