I am modeling a one-way concrete slab. PT girders are in perimeter and in the north-south direction, and mild reinforced infill concrete beam in the east-west direction. When I checked mild reinforced concrete design, I noticed the cross-section at end…

I am designing a structure in which I have applied the various loads but when I do analysis the it shows Pu which is very much less than I calculated I think it is not considering the loads due to slabs (plate mesh) for comparison see the RCDC calculations…

Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…

I have a project where I have a beam that is 8ft deep that supports a lower floor and an upper floor. I have modeled this beam as a wall. I need this beam to be a lateral member that spans from column to column (without a beam or foundation underneath…

Hello, Please help. I am a new E.I.T. and I do not have alot of staad knowledge. I really need help with this project that has now taken me over 3 months to model. I need to model a grillage beam system with concrete pockets. There will be a 1/4"…

Windows 11 is the latest operating system from microsoft. Does STAAD.Pro CONNECT Edition work on windows 11?

I am working on a life science project with mild slab flat plate construction. My criteria is 8000mips over all and interior bays with 4000mips in certain locations. I am running the analysis with 125 steps/min and 2% damping. I want to know what the…

I had a hard time , I hope there is q quick way to call a beam Composite or Non Composite with Plate Elements as Concrete Slab.

Mild steel or threaded steel bar is steel that contains only a small amount of carbon and is strong and easily worked but not readily tempered or hardened whereas TOR steel only refers to cold treated bars.

I am seeing excess temperature and shrinkage reinforcement. The criteria that's being displayed is Det/7.12. In the circled area the middle strip width is 10'. Per 7.12, for a 10" slab, I would need 10*12*10*0.0018= 2.16 in^2. The user input reinforcement…

I model the wall in staad pro. & want to design the member manual, how to obtain shear force & bending moment from model

Given the layout of strips, in odd configurations due to irregular structural geometries, is it in y'all's opinion reasonable to review the original strips for any code-related failures (i.e. shear or tension) and make the proper adjustments to the PT…

I have a slab connected by dowels. What properties in the dowel mimicking slab element do i need to reduce to 0.001 to mimic DSDQ dowels please. I have modelled 50mm x 50mm x 50mm dowels in concrete and need to change kFs/kFr/kMrs etc

3-Storey Residential Building.STD I'm getting an error regarding the seismic can you help me? thank you. 1. STAAD SPACE INPUT FILE: G:\STAAD\3-Storey Residential Building.STD 2. START JOB INFORMATION 3. ENGINEER DATE 18-JUN-21 4. END JOB INFORMATION…

Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…

Dear Forum. I'd like to check if is possible to design in STAAD a concrete Tank with inclined slab at the base, please refer to the image below for reference. I also have not much experience in mesh modeling, can you please recommend links and…

The RAM modeler requires cracked section factor for concrete beams. ACI 318 chapter 6 defines cracked section properties for beams in flexural and axial loads, there is no requirement for torsion cracked section properties so it is unclear what the analysis…

Hello Everyone Please share with me the tutorials about a combined footings

Hello, I am having trouble while trying to change the diameter of the concrete pile links that appear by default after running the RCDC program. As seen in the image below, for the given stresses, the program suggests that I use # 19 with a spacing of…

I'm designing a concrete slab in STAAD. AT the end of the file, I have the following and would like to define the cover as 2.6": START CONCRETE DESIGN CODE ACI 2011 UNIT INCHES KIP FYMAIN 60 ALL FC 4.5 ALL DESIGN ELEMENT ALL CLB 2.6 ALL CLT 2.6 ALL…

I tried it quite times looking at responses here still I could not resolved it can any one help me with ? and check in the file as I shared it here. 5807.TK_STR.STD

Hi, Is it possible to perform a buckling analysis on a concrete column in STAAD pro? If so, how is it done? Thanks in advance! Ignacio

Good day, people! I just wanted to ask re: printing of text schedule in STAAD RCDC. When I print the text schedule, I can't read the reinforcement details because they're all in symbols. How do I fix this? Thank you in advance!!!

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

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