Good Morning, I have tried to run an old STAAD model created with V8i licence where I performed concrete slab design according to ACI318 code. Now, with my current version STAAD Pro Connect Edition V22, I don't manage any more. Is it necessary to…

Hi everyone, I just wanted to point out how complicated it has become for me the use of Bentley Engineering softwares regarding the quantity of different solutions for different tasks and for the same tasks. I currently have the Enterprise license…

How do I change Mton/Cm to Kn/m

Hello, I am modeling a building that has a concrete pan joist system. I model the columns, support beams, pan joists (using the pan joist tool), and slab. I wanted to check my work so i did no apply any external loading, but entered the concrete design…

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?

when ever i design the same section with IS456+IS13920 1993 and the same section with IS 456+IS 13920 -2016 . the section fail in IS 456+IS 13920-2016 and passedin other code. it aways take bigger dimesion to pass but that much dimesion is not at all…

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.

Hello, I have few queries related to community hall without internal columns, my attached staad file 1. Main beam is of 17.27m length with size 450X725mm. This continuous beam is shown as passed even though L/d ratio is not meeting however it is satisfying…

Hello, I´m currently reviewing a Reinforced Building Design in STAAD.Pro CONNECT Edition and The Client asked for some information; more specifically, the Design Moments and Axial Forces for the RC Columns, so I went to look up the info in the Analysis…

when i open mdb file of etabs 16 and designing beam its shows "minimum 13 stations are required for beam" what is the meaning of this?

Hi, I am using STAAD PRO v8i SS6. I have designed RCC frame using IS 456. Pleased find the attached PDF which is the base for the problem i am asking. The column no. 52 have the output stating "SECTION CAPACITY BASED ON REINFORCEMENT REQUIRED (KNS-MET…

Googevening, performing concrete slab verification with staad pro (ACI Code), I noticed some discrepancies between input data definition, as reported below: and output results obtanained from calculations are listed below: in particular the…

i am designing using RC design module on staad pro CE and i got this warning "At least one span of this beam has length < 3 times depth. Deep Beams are not included in this implementation." is there anything that can be done to it

Good evening, in order to perform design of concrete slab/shell elements, which procedure is better to follow? Considering STAAD Pro options, it is possibile to consider two main ways: 1) SECTION MODELING - DESIGN - CONCRETE (as represeted below…

I have modeled concrete shear walls as a surface element and STAAD output file writes that they are designed but don't show anywhere (see picture)? How do I get the results to show? 10.25 One Bigelow with shear walls (2).std

6507.One Bigelow After Rebuild.std

Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su respectiva zapata aislada o combinada, con análisis…

Hello, I have done several steel design in STAAD PRO and this time I moved on to do concrete design using plates. I got shear and moments from the model but how do I say what's the moment at top of concrete and what's at the bottom? Is there a way…

Hello there, I am using RC designer under concrete design in STAAD Pro connect edition. While, I am plotting design bending moment in it, I am not able to modify color and limits for different color. In other word, I would like to modify contours of…