I have seen few strings about this issue however I am wondering with new connect edition, Can we able to combined them in a single file/do things differently than what is mentioned in the following link.
https://communities.bentley.com/products/ram…
Whenever using Grouping for end wall columns for wind loads and applying one-way distribution the loads are taken incorrectly,
I have attached the staad model showing the problem with connect edition, also when the same model is opened through an older…
During the analysis FEM model, the analysis engine stops with the error message:
*** STAAD.Pro ERROR MESSAGE ***
**ERROR-MATRIX BANDWIDTH OF 408034 IS GREATER THAN THE LIMIT OF 120000**
*** ERRORS IN SOLVER *** B4-Horizontal 90_1 - Master and slave…
I need to use two set of mass values (weight to calculate separate time period and frequency) for empty and operating condition for Piperack *** process structures supporting heavy liquid filled drum.
Normally, when I enter seismic mass in the first…
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…
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.…
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…
Title: SIG Workshop - RAM: Leveraging Capabilities to Empower Your Workflows Host/Presenter: Ann Marie Garko-Hill, Senior Manager – Application Engineering, Bentley Systems, Inc. Date/Title: 25 February 2021 at 01:00 P.M. EST
Register Now!
This…
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…