Is there a way of telling the floor load distribution to ignore certain beams? I have a floor with plan bracing. I don't want the bracing to attract any load. I can specify the bracing members to not attract load? Cheers, ASN STAAD Pro Connect…

Hi, I have the following metal grating and I need to apply a surface weight load of 0.06 kN / m2 to it. This load corresponds to the weight of some panels that will be fixed to the metal structure. The load is applied in the direction of the Y axis…

Hello, I have recently imported a SACS file into STAAD. The materials have been brought in but there a literally hundreds of different materials. How do I remove all materials and start afresh? Software: STAAD Pro Connect Edition V22 Update 7…

I am trying to get the time vs acceleration values from the results in dynamic analysis in Staadpro using OpenStaad. I had come across a person asking the same question in 2013 and it seems that there was no function back then that could access these…

Hello, I have modeled a wall that rests on a slab on four beams and when going to the RCDC I do not see the option of being able to load the slab with the load combination created in STAAD, which is, by the way: All I see in RCDC is this: Instead, as…

Hi, I am having a problem wanting to run the RCDC for a concrete retaining wall. When I want to run the software, the poster shown below appears: Attached file below: Muro de contención.STD Thanks in advance, Ignacio

Hi, While designing for flanged beam in RCDC V9, i am getting lesser moment of resistance for flanged section when compared to regular beam section. Herewith attaching the following; Manual moment calculations for regular and flanged sections…

Hello everyone Q1/ I am using the Staad Pro CE 22 update 7, the ISM is working fine in the analytical model but it is missed in the physical modeler, there is only iTwin service and does not work for me, as shown in the screen. After clicking it…

How to report the plate corner stresses in the output file. PRINT ELEMENT STRESSES prints the center stresses. How can I print the corner stresses ?

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…

Hello, Please, I carried out a design for an RC beam in staad connect edition. On checking the design output from RCDC, I discovered a particular beam span has 'area of reinforcement required: Asreq' higher than the Asprov. In other words, the Asreq…

Hi, In the in-built RAM Connection tab of STAAD Pro V8i SS6 version, Pry out check for Group of Anchors in Shear considers negative values for e'N (-7.38 & -0.942) as shown in snap-1. Whereas when the same check is performed in RAM Connection Connect…

Catalog Manager service stops. help me to this issue to activate

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…

Hi, I do not see the RC Designer or Concrete Design tab in the workflow. I have STAAD Pro Connect Edition V22 Update 4. Can you please let me know where do I find the Concrete Design or RC Designer tab to perform concrete design for Eurocode?

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…

Hello.sir i m comparative study of elevated water tank resting on sloping ground & take slope varies from 0 to upto 30degree..I have dout in staad model.. actually I already model but my result not getting correct..means as per our study base shear will…

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…

Dear Sir, For Load Case 4, used in both staad model (attached herewith) with all the parameters same but different method of Seismic Analysis shows different value of vertical forces. Dynamic Method.STD Static Method.STD (Please use Importance…

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

Hello! I would like to hear your recomendations how to decrease utilization factor in bracing and rafters without unnecessary bigger sections. Maybe I am missing something in my model, some fatal error that messes with everithing. Is there a way…

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.…