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delete existing primary load cases
Khawaldah
Dear All, Could anyone help me to delete existing primary load cases in openstaad ? because every time I do the analysis, loads repeat instead of replacing the previous load case. Here is my code: Sub GenerateModel() Dim cx(1) As Double Dim cy…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Deleting the existing load case and combinations in Openstaad
Khawaldah
Hi all, I am trying to delete existing load cases - primary and combinations from an existing file using openstaad . But there are no functions to delete the existing load cases, can anyone tell me how to do this in openstaad . Thanks
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?
Dragon
STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Clear model using OpenSTAAD
Khawaldah
Hi Everyone, What command can I use to clear everything in the STAAD file using OpenSTAAD.
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
staad pro ce
Design is life
HELLO EVERYONE, MY QUESTION IS WHEN I COMPARE TWO MODELS ONE WITH OFFSET COMMAND AND THE OTHER WITHOUT OFFSET AND IN BOTH MODELS I M GETTING DIFFERENT RESULTS WHY??? 1.0 Steel requirement in the top column is less in the offset model as compared to…
11 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Assigning tapered section using OpenSTAAD
Khawaldah
Dear Friends, The script below is for a very simple model (single member). I'm trying to assign a steel tapered section (200 5 800 150 10 150 10), but I'm facing some troubles. Could you help me with the script? Sub GenerateModel() Dim cx(1…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD Pro reads only the moment at the element start point
Khawaldah
Dear friends, STAAD Pro reads only the moment at the element start point to design tapered steel section elements. Is there any way to fix it? Thanks
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Foundation support (compression only) doesn't work with some load cases
Khawaldah
Hi everyone, I'm using footing support (Y direction and compression only). I have notice that it only work with some load cases (gravity) by not lateral load cases. Could you please take a look at the model and tell me what is the problem. thanks: …
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Getting errors in tapered design
Khawaldah
Hi everyone, It is very weird that I am getting different utilization factors every time I run the analysis (The software picks different forces values at the tapered element) and for some reason, all sections have the same utilization value. Could…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RCDC Imposed load
Sulaiman Ade
I'm Designing a Two-way solid slab (Slab on beams) from Staad pro to RCDC. What is the Imposed Load of RCDC? Does it mean the self-weight of a slab or Floor Finishing load?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Primary and Secondary beams Intersection vs merge
Sulaiman Ade
Hello Everyone Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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