Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance

Hi Team, I want to design a Deck concrete slab with Steel frame (Composite building) for one of the Indian industrial project in Staad Pro connect edition using Indian code or American code. Please help me out on how to do and share if there are any…

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.

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?

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

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.

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?

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

My question is when i perform analysis it will show 0 error and 0 warning but when i go to post processing mode it will show warning msg this work flow required analysis result. I didn't get why its happen 5773.COMMUNITY HALL RE 3.std . Here i attached…

When i will perform dynamic anaysis after assign property reduction factor than we got the error like this. *ERROR* STAR FILE MGR. ERROR NO. 6 DETECTED BY LIBREAD THIS ERROR MAY HAVE BEEN CAUSED BY INPUT DATA ERRORS OR PROGRAM LOGIC ERRORS. *** ERRORS…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

I opened a fully analyzed .rss file in RAM Connection. I selected one of the foundation nodes for baseplate design. So far it has been running for 75 minutes and still has no design. Is this a program issue or a user issue.

Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…

Hi everyone, I'm a new user of RAM Steel Beam and of this website. I am doing my beam design now. I have been modelling for all of last week, but for some reason, can't figure out how to model continuous beams! When I add a beam over a column in RAM Modeler…

Hi everyone, I have been using RAM Structural Systems for just a week now. After laying out my gravity steel beam members in RAM Modeler, I have an option for Assigning beam fixity, but when I click to select my beams for different fixity options, which…

If you work with CIS/2 files in your structural project workflow, you may find a new article in the Wiki helpful. It describes a free tool available from NIST to view a CIS/2 3D model in a web browser. Viewing CIS/2 FIles Steve

Panel Zone shear Vpz is determined. It is reduced by "Vc". I can find no discussion of this variable in any manual or in any post on this site. I have made a few attempts to recreate this assuming that it is shear in the column, but have had little luck…