Hi, I have already meshed the plate, but as you can see in the image below, the surface of the partial plate pressure load that I want to apply (within the four points) does not match the meshing of the plate. Is it possible to apply this pressure load…

Hello, Is there a way to apply a linear distributed load directly on a plate without having to create a beam with physical properties for the load to be applied? For example, along the distance of 9,701m shown in the image below. Thanks in advance…

Good day, Can someone help me to fix this problem?

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.…

Portico1SBV.STD

Hello, I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…

CimentacionTc230.STD

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

I am trying to analyse a structure and I am getting the Intel (r) Visual Fortran Runtime error. The file that I am working on is in my local drive and not in any network drive. Also, I have tried copying and pasting the .std file in another location …

I am designing a Stair stringer with MC 12x10.6, keeping all parameters same, results showing as failed in AISC 360-16 ASD but passing in AISC 360-10 ASD. The failure clause D1 is same in both versions.

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…

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?

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…

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?

Hi I use STAAD Pro Connect V22 Update 3. Here I display a color plot of stresses in a plate between girders. I get Von Mises stresses more than twice as large as the Tresca stresses. How can this be? In theory Tresca shall be equal or larger than Von…

Hi, After running the analysis i am not able to display de Torsion Force about X axis & Axial force in X axis envelope, as shown below: I checked and it's not a matter of graph scale, it just doesn't appear, while the rest of the envelope plots…

Hi Sir, I'm doing lifting analysis now but some members fails in code check as per AISC-ASD code. Kindly help to answer my queries below for my analysis model: 1. My analysis model pass the code check using AISC-360-16 but fails in AISC-ASD. May I…

When opening a STAAD file in RCDC or trying to open the advanced concrete design module through STAAD, I get the error "Unable to read analysis data". I'm using STAAD CE 22.04.00.40 and RCDC CE 09.02.00.32. I've checked that my loading in STAAD has load…

Dear Sir, I am having trouble designing some of the connections.I have also grouped the unassigned / undersigned members as BCF, BCW & BG for the first floor only. Please show me how to avoid it and design these members. 40.rar

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.

I'm using Staad Pro Connect Edition. My problem is that when I set the Input unit to for example cm-kg using the function SetInputUnits(3, 2), the API output is still in inches. Is there any way I could set the length and force unit for API output values…

Hi, I'm using the function GetNodeCoordinates from the StaadPro Connect edition API, it gives the results in inches. Does it always give the results in inches? Even if the units of the model are something else like N-cm?

2350.Portal Frame.STD Dear All Respected When i move from model to Steel AutoDrafter then showing "Error Reading Staad File" Another issue few member property are not shown Would you pls advice how can i overcome on above issue Thanks in advanc…

is there any difference in result in student edition and licensed version.

Hello, When running the analysis for a concrete plate supported on elastic supports and a nodal load in the center of it, the following "error" appears: Does anybody know what is wrong? Thank you in advance, Ignacio