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;…
Staad Purlin's design was all about failure.
PEB warehouse structures
Please, solve
We have been trying to build a PEB staad.pro model of a warehouse for the past several days.
We have set up all the IS standards of property and loading settings we know.
However, the economic conclusion…
Members failing : Not able to enter Fyld Design parameter in IS800 LSD ( STAAD Pro Connect)
A part of my project is to make a PEB Industrial Shed using, built-up sections. I am just considering the primary frame in design.
Problem :My all members are failing.
As per my understanding, it is because it is not assigning Fyld, in IS800 LSD.…
Reason for slow STAAD.Pro model analysis
Hello!
I would just like to ask
I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something.
So I took a part out and removed some plates and turned all braces into truss members.
It…
SURFACE LOAD FOR STEEL BEAM GRATING/GRID
Hi,
I am designing a steel beam grid (IPN240) and I want to apply a uniform surface load (10 kN / m2) to be taken by the beams.
Is there any way to do this without creating a slab on which to apply the uniform surface load?
As shown, no…
how to get node local deflection through open staad API
Hi,
How to we get the local deflection for node like the one we are getting for global deflection using " objOpenSTAAD.Output.GetNodeDisplacements(Selnode, LC, DisplacementAyyay) "
Thanks.
"OpenSTAAD" - Member weight per running meter length?
Hi,
Is there any option to get member weight per running meter length (either it's built-up or hot-rolled steel section) through OpenSTAAD API in VB.Net?
Thanks.
steel member design in staad pro
Hi,
I have attached a simple 2D design of a steel structure.In one design i have broken the beam into some segments and the member is passed.Then i wanted to check the entire beam as one member with the same section and same loading.This time the beam…
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…
Member Design Failed for member in steel structure and also Members get failed in output file
I have designed a steel structures in staad pro. I have some doubts in below
1. I'm getting an error in member designed failed, how to resolve it.
2. In output, Some of my members gets failed and some gets pass how to resolve it and how to optimize…
UC Ratio problem
warehouse.zip
wind calculation also in that folder.... try to fix this probem guys
Double Angle Steel Design with Same Flange size as existing but Different Thickness?
I am trying to determine sizes for the existing double angles that are failing and I am preferring that the leg heights stay the same and only the thickness change. Is there a way to do this?
large rotational displacement
When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more.
I checked releases. I believe they…
Tapered Members
Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…