HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...
STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…
FEA Analysis - STAAD.Pro Error: Joint No 0 does not exist
Hi All,
I was hoping someone can help me.
I am trying to perform a Finite Element Analysis of a Plate with a load on 100KN but the subject error stops the analysis.
I have searched but coudn't find the solution. Can anybody guide me please how to…
STAAD Advanced Concrete design: text schedule font problem
Good day, people!
I just wanted to ask re: printing of text schedule in STAAD RCDC.
When I print the text schedule, I can't read the reinforcement details because they're all in symbols.
How do I fix this?
Thank you in advance!!!
Primary and Secondary beams Intersection vs merge
Hello Everyone
Which is better to intersect the primary beam and secondary beam (Figure1), or Merge the primary beam to be one (Figure2)?
Design of Solid slab (Conventional slabs)
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…
Dummy beam
Hello Everyone.
I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Can I Reduce Development length of bars in the beam by using RCDC
Hello Everyone
How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1)
Figure 1-1
Figure 2-1
how to get the loadings details in report????
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?
Warning shows in Staad Pro output file that Length to Depth ration is less than 2.5
Hi !
There is a warning in Staad pro output file in Concrete design "Lenght to depth ratio is less than 2.5" for short beams. My question is my design is correct with this warning or not ? If not what should i do ?
Thanks.
OpenSTAAD function "Output.GetMaxBendingMoments " VBA not working properly..!
To get the maximum and minimum bending moment in a beam i wrote a code as follows:
Private Sub CommandButton2_Click() Dim OpenSTAAD As Object Set objOpenSTAAD = GetObject(, "StaadPro.OpenSTAAD") Dim lMemberNo As Long Dim lEnd As Long Dim lLoadcase As…
Re: No results in the Beam Graphs
Answer:
The graph does not show any results as Mz, Fy and Fx forces are all 0 in all members on your structure (see the Beam End Forces table in the Forces vertical page). Only My and Fz forces are being developed in the structure, so My and Fz graphs…
Tension Only member with initial axial capacity
Hello to all,
In reality horizontal braces (or vertical brace, beam, etc) that is design for tension only resist "some" axial compression capacity.
Is there a way that this axial compression capacity can be input in STAAD?
For example, a horizontal…
No results in the Beam Graphs
Question: After I run analysis, the beam graphs didn’t show any results:
BETA ANGLE + SEISMIC DESIGN
Good morning,
I am facing a problem in the attribution of BEta angle.
This property disappears when i am restarting the program and reopening the STD file.
Is there any solution for keeping it ?
Image 1: BETA=0degmage 2: Beta=90deg …