Hello, while I am coding in VBA, I need to obtain the output units in Open Staad for forces, moments and dimensions (for example for beams internal forces). I use the commands: GetOutputUnitForSectDimension GetOutputUnitForForce GetOutputUnitForMoment…

Hello, I am unsure where the output is referencing these highlighted below. I don't understand what "Table 4.1a.Case1" or "Cl.E3" references to. The references to Eq. E3-4 are in the appendix of the steel manual. But I can't find the others.

I have been studying Staad.pro Connect edition through youtube tutorials. However, when I opened the output viewer after running analysis for the concrete design, the results are totally different. I can't even understand the result of what I have done…

Even after defining (Fc=Compressive strength of Concrete) parameter in design parameters ,in output i am not getting grade of concrete instead it is showing following, screen shot is attached,even if we don't define it should design with M30 grade but…

As per code in beam design by manual calculation i am getting spacing of 229 for stirrups , lets say we will consider 230 ,but in staad it gives spacing of 110 mm for 8 dia bar,how? it software is considering ?

Good morning, I have to make question about STAAD Pro output plate stress ; in particular, I'm going to make a post processor excel file aimed to design concrete reinforcement of a slab according to ACI Code. Is It possible, for each shell, to obtain…

Hi STAAD community, I'm currently designing a curve stair and there's one beam that's failing. Please help me on why this is happening since I tried to do it on a new STAAD file and now it's not failing which makes me doubt I've done something wrong…

Good day, I'm about to print my analysis output but as you can see in picture attached. it said "there's no data of this type" while I have an output in my analytical modeling output. any idea how can to make it appear? thanks.

Dear sir, after design I got output design report that very much congested and complicated. Can I get out only for Beam & Column in excel format. please suggest if we have any method. Thank you.

In the latest STAAD connect edition, why does the concrete design tab not show up in the properties of any selected beam although I have assigned concrete design command? It's easier to see the number and sizes of bars required rather than reading the…

The Member Force Envelope Report shows MZ = -624.42 lb-ft and this is the correct value. But in Code Checking the applied moment is reported as MZ = -190.79 lb-ft. Why the different value? In what cases would a different value be shown in the output…

Staad Version: 20.07.10.41 Track = 0 Memory = 280 (Structure is big, so cannot afford to modify the above parameters) As described above the reason of failure of some of the elements is not described. How do I resolve the same?

I have created a model using shell elements to model a concrete structure. I am having difficulty checking or understanding the output provided by RAM Elements for a shell. The outputs are "Internal Forces in Shells", "Shells - Nodal Forces", and "Shells…

So I was wondering if there is a way to get this table but for each member in the structure rather than for the whole structure. No one is interested in visiting the Results Setup>Range Tab to filter the results in this table by the number of beams in…

I am running an analysis on an aluminum structure. I don't know what I am not seeing or what I'm doing wrong but the beam forces in post processing table don't match the critical forces in the output viewer. They are off by huge but inconsistent percentages…

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

I'm modeling a 3 stringer short span timber bridge in staad. The model consists of the three beams and deck planks (which are modeled as Plates). All geometry, material properties, supporting, and loading have been assigned. There is only one error in…

Is there any useful information explaining the output tables from RAM Steel Column? I'm trying to simply get my reaction loads for foundations and I'm a little confused by the output. Are the loads added cumulatively from the top, down in the Column Load…

How can I add a title to the report/design results when printing the report in the Footings Module of Ram Elements?

Is there a way to increase the size of the screen grabs in the soil pressure tab when printing the report? Currently they are pretty small. Thanks!

Friends, All Clause references are to EN 1993-1-1:2005 I had a query on the way STAAD checks members in Eurocode. I am attaching the relevant files as well. My question is this. Why does STAAD use Cl 6.2.7 (5) for class 1 sections? As far as my understanding…

Hello! I am trying to get STAAD.pro to make what my manager calls "a pretty picture." In other words, I need to know if it is possible to do two things and how to do them if it is: 1) Can sections designed inn Section Builder (i.e. an S-Shape with…