Hello every one I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it. Thank you

Hello All, Greetings of the day! I faced a query while checking the output file for my STAAD file with EN1993-1-1, wherein for Bending Moment clause 6.2.5 Max. combination load case was not considered by STAAD, Please refer below output image, where…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70. The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…

Hi, Struggling with response times with running my model at the moment, and need to know what hardware I need to upgrade. I have a Xeon processor E-2176 @ 2.7GHz, 32Gb RAM and have a runtime of nearly 19 minutes A test on an 8th Gen i5-8350U @ 2…

Please help to remove this error from Staad. STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02…

I GET STUCK ON THE STRUCTURAL ANALYSIS AND ITS BEEN 4 HRS STILL NOT MOVING IS THIS NORMAL?

Dear all, I would like to give the center of gravity of my structure in my report. I know how to get in in my output file but I don't know how to put it in my report. Can someone help me please ? Regards, Dimitri

Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…

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…

I hope someone could help me with this. I'm new to STAAD and I'm having trouble fixing this Note. It's not an error, but I can't get to post processing. Here STAAD SPACE START JOB INFORMATION ENGINEER DATE 01-Feb-21 JOB NAME ATEZURA PERIMETER FENCE…

I develop simple model 1 story structure consist of slab and column only (no beam). Then I apply vertical load on the middle of the slab. After that I put rigid diaphragm using master slave and run the model. As the result, I got all support reaction…

Dear all, Kindly guide me on the following topic. How to check and compare for similar results of SFD and BMD in Case 1 model, with FEM model in case 2 ? PFA image for details. Regards, Robin Thomas

How to model, analyze, and design this reinforced concrete cantilever beam using Staad Pro?

Hi guys, im looking to fix this error im getting, i have no warnings just this error. How do i fix? my editor is below. 1. STAAD SPACE DXF IMPORT OF EIFFEL MODIFYING -TO GET DXF1.DXF INPUT FILE: C:\Users\Administrator\Desktop\[Admir Islamovic…

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 guys, I am modelling a slab supported on piles, the piles are actually tension piles to support upheave beneath the slab. I model the slab using plate elements and use vertical restraint node support at where the piles are located. The issue I…

How Can I change the Horizontal position of biaxial columns from the center to the right side, like the below figure? I'm Using Staad pro connect edition.

I'm using the latest update of STAAD.Pro CONNECT Edition (22.03.00.28) When I try to run the model, this happens: But when I check the output file, it is like this: After assessing the output file, the number of errors shown after analysis reflects…

1. STAAD SPACE INPUT FILE: C:\Users\leth_agnes\Desktop\MOR\RCD\new\Structure1.STD 2. START JOB INFORMATION 3. ENGINEER DATE 01-DEC-19 4. END JOB INFORMATION 5. INPUT WIDTH 79 6. UNIT METER KN 7. JOINT COORDINATES 8. 1 0 0 0; 2 0 3 0; 3 0 6 0; 4 0 9 0;…

Hello, I am curious to know if it is possible to set a local node to node displacement limit, whilst allowing the two nodes to displace globally greater than the set limit? The issue I have is that I am modelling in pipe supports which under an applied…

Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys