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.

Dear Bentley members, I have tried Plate model in Midas Gen and staad pro, In Midas there was one option called Cutting line diagram for understanding the Plate bending diagram, Similarly is there any tool in Staad pro?. Or any method for understanding…

Hello, I would like to design with supports on both sides. I designed columns first in RCDC V10, then my etabs analysis fie (tables to access file) is used to design beams floor by floor. I am designing ground floor beams first. When I import the file…

WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'

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?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

Hello, I've modeled some load bearing walls (CFMF stud walls in reality but modeled as concrete walls with an equivalent thickness to capture weight) which support a metal deck (concrete topped) for several typical levels. These load bearing walls are…

I've received a site specific spectral acceleration plot from the Geotechnical Engineer. How do I apply this plot with the inputs for RAM Frame? Do I calc the site specific acceleration based on RAM's calculation of the period and compare this to the…

How to rectify this failure known as 'Detailing failure' in RCDC

Hi, How to we get the local deflection for node like the one we are getting for global deflection using " objOpenSTAAD.Output.GetNodeDisplacements(Selnode, LC, DisplacementAyyay) " Thanks.

Hello Everyone How can I reduce the development length bars in the beam (Figure 1-1), I'm running to get a result like this beam (figure 2-1) Figure 1-1 Figure 2-1

Hello Sir RCDC is designed and Detailed all the slab one by one but I want to detail all Top and Bottom Reinforcement of the two-way slab once, what should I do.

How do I change Mton/Cm to Kn/m

What is the easiest and accurate way to modeling complex and huge Concrete building projects, Including irregular elements and the shear wall? Can I model staad building planner?

Steel_Design_Optimizing_M_Intermediate_1_AISC_360-16.STD Steel_Design_Optimizing_M_Intermediate_1._IS800-2007 LSD.STD Why I am getting "Fail" results after using optimization process of commands?; even selecting Ratio 0.9 initially, e.g look into…

Dear Team, How to start learning Openstaad from scratch level to advance level for automation of steel design , do we have any complete tutorials in bentley or any other videos comfort content is available . which programming language is usefull for…

I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…

Hello, I received this message when I went to import my RAM Frame analysis to RAM Connection. I noticed that my load combinations did not appear in RAM Connection, and I was puzzled why. I found that I could generate my loads, but my base plate design…

Hello Everyone, My issue is when i m assigning a property in plate element like some plate having property 200 mm thick and some having 300 mm thick. Now what happen with the model i m assigning propert only once but when we close the model and start…

Whenever i want to apply floor load or any other load like wind load etc in which we need to define x ,y & z ranges. if i am defining y range than it will automatically take x and z range. why its happen i don't know. kindly resolve the issue.

Hey I have a situation where column is outside defined slab edge? What are the implications of this? Please see pic below:

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…