Arindom Bora's Communities Activities

Intel (r) Visual Fortran Runtime error in STAAD.Pro connect edition v22

Arindom Bora — Tue, 12 Jan 2021 10:31:30 GMT

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 (C Drive). But there is no help. I am uploading the staad file in the secure server.

As Required is very less for columns compared to the loads applied.

Arindom Bora — Thu, 29 Jul 2021 16:14:53 GMT

Hello, While comparing the design results after analysing the structure, the Ast required for columns seems to be low as compared to the loads applied to the whole structure. As the Ast required is low, I am also getting low reinforcement numbers which I have set it in between a maximum and minimum range. I am unable to find any particular reason for it. Is there anything missing for which such issue is arising?

I am using IS 456:2000 for the concrete design. The members which I am concerned about has Beam Number as 48,49,50,51 etc. The reinforcement that is obtained after design for almost all the members are 8 numbers of 16mm dia bars. I know I have set the maximum number of the main bars as 16. But the issue is that the As Reqd is almost the same for all the columns which I don't think should be.

The STAAD.Pro version that I use is 20.07.11.90

I am uploading the staad file by secure upload.

Note: The file upload is completed and it goes by the name "Column_help"

Load distribution not happening the way it should

Arindom Bora — Wed, 28 Jul 2021 09:25:01 GMT

I am modelling a building that has a steel roof truss on the roof slab. Now while assigning dead and live load (Floor Load) on that particular floor, I am unable to see a proper distribution of forces that have occurred through the other floors. I am uploading the staad file to the secure server for help. Please let me know what is the issue.

The file has been uploaded successfully with the file name "IB_with truss" through the Bentley Secure File Upload website.

Reinforcement sizes and Number is not adequate after analysis

Arindom Bora — Thu, 04 Mar 2021 06:07:15 GMT

I am doing an analysis of a G+3 structure with a truss. The reinforcement size that I am getting after the analysis of the structure with complete loads defined is not adequate as pointed out by my superiors. Please help me find out the mistake that I am doing for which the number of reinforcement is coming less in the design. I am uploading the staad file to the staad secure server.

Staad is crashing while selecting SteelAutodrafter and Connection Design.

Arindom Bora — Tue, 02 Feb 2021 04:20:33 GMT

I am doing a warehouse using Indian Steel codes having concrete pedestals. So, after analyzing the structure, while going to the option "SteelAutodrafter" my Staad is crashing and closing down. The same thing is happening while selecting the "Connection Design" option too. Can I know why is it happening? Is there any problem with the model? I am uploading it via the secure upload server. I am running the staad in windows 10.

I am having a problem with a structure that I have been trying to analyze.

Arindom Bora — Thu, 15 Oct 2020 09:58:40 GMT

It is an RCC structure designed as per Indian Codes. There is a truss on the roof. The problem I am facing is regarding the analysis time. It has been more than 2 hours, but still, the analysis has been not yet completed. I am attaching the file in the secure server for your reference. I am trying to analyze in Staad SS6.

Error not able to solve after running the model

Arindom Bora — Tue, 14 Jan 2020 06:14:01 GMT

I am trying to solve a structure where the superstructure is a mix of RCC and steel and the substructure is of RCC, and it is partially resting on a river. So while trying to run the analysis, I am getting the error as "PROBABLE CAUSE NEGATIVE DIAGONAL =>LDLT MTX".

I tried to apply partial release of MZ and MY, but did not solve my problem.

Also, I am getting an error "PROBABLE CAUSE SINGULAR-ADDING WEAK SPRING" which I am clueless what to do about it.

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Tue, 14 Jan 2020 00:19:14 GMT

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