Pedestal
Hello, Guys!
Is STAAD.Pro has this efficient transfer of force from a wide flange used as a column to a concrete pedestal both designed in a single file? Or do I need to model them separately?
Another question: How can I represent a bearing…
How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required
STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…
Section Properties Not displaying in Report In Stadd Connect
Hello Everyone !
I Have Done Analysis For Window Model Using Prismatic General Section.
But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table.
Please Suggest How to get…
THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.
Dear All,
I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me
Thanks & Regards,
Anirudh
The analysis of a stepped column is possible or not?
PDF
Dear communities,
Please provide me the solution or method to design & analysis the STEPPED column.
For the reference, I have attached the pdf file, please check it & provide me the solution.
Thank you.
Design of Solid slab (Conventional slabs)
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…
RC designer beam fail
Hello , I have done analysis and tried RC designer . the columns are safe. Beam summary show fails. please help me into this . cross section of beam is large i assume.
8284.COLLEGE PROKECT.STD
Warning while using Member Load UDL on the new STAAD Version
I am using Member loading ( UDL ) and getting warning in the analysis output, which for me seems like a software bug, can you please guide me.
Input
LOAD 20 WIND: WIND X
MEMBER LOAD
13 UNI Y 3.28 0 3.25 0
I have give f1,f2,f3 and f4 as the manual…
Can you add a concentrated moment to a plate in STAAD Connect?
Hello,
I am new Civil Engineering graduate that is working on the design of electrical substations. I am currently modelling a structure simple structure where I have two horizontal beams that are connected to each other by a plate. On top of the plate…
TORSION FAILURE MESSAGE
We have a issue,
We prepared a design to our client in tender stage.
Same model now when it is analysed in Staad connect there are failure messages (below is the screen shot).
PDF
There are many beams with this failure message,
Can you let…