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…

As per the title, how do I get Staad to analyse a connection as a pinned joint?

Hello everyone can anyone just guide me in the specification section. the term property reduction factor . what does staad do when i am assigning the term to the elements say beams.

hello everyone i am design the steel building i staad pro . now if the beam is continuous say 10 m and i am having the node at the ends. the say i'm getting the beam section as pass with iswb 450 and if i am inserting the node in between the beam say…

IF I HAVE A CONCRETE MEMBER CUT BY SEVERAL NODES TO CONNECT TO IT, HOW TO GAIN THE DEFLECTION OF THAT MEMBER?

I want STAAD PRO 2007 to neglect the axial effects of loads when analyzing the frame structure. How to do this?

My question is regarding carrying out a response spectrum analysis in STAAD Pro. This is what I have done so far. I have set up the model in kN and METERS units. I have allowed for the joint weights in the form of udl loads on the beams in all three…

HEELO EVERYONE I AM MODELLING THE PARKING GARAGE. I WANT TO CONNECT THE BEAM & COLUMNS WHICH ARE NEAR RAMPS. I WANT TO PUT MY BEAMS ON COLUMN HAVING SOME ECCENTRICITY (SAY RAMP BEAMS ) .HOW SHOULD I DO THIS.FOR MORE INFORMATION SEE THE MODEL.

hello everyone in my model design by staad i found columns ( corner columns for example) i see that top column is having high amount of axial force & bending moments compared to column beneath it. so while designing the column i am having so much problem…

Good morning, I am facing a problem in the attribution of BEta angle. This property disappears when i am restarting the program and reopening the STD file. Is there any solution for keeping it ? Image 1: BETA=0degmage 2: Beta=90deg …

hello everyone my question is when i am assigning & treating the element as tension only member command to beams , i am having some problem in my model while designing. you can see it while clicking the perticular beams assign as tension only members…

One of the engineering groups I support recently obtained a license for STAAD.Pro 2007. I am preparing it for deployment within our corporate network. We have a deployed SELECTserver installation that handles all of our other Bentley licenses (MicroStation…

Hi everybody, I have been following this forum for sometime now and i find it very intresting and very informative. I have a question regarding Staadpro. How to mark a single beam (from column to column) instead of parts. I know about physical member…

I mistakenly converted my input file to single line format. Is there any way to get it back to list format without a lot of keyboard time?

Hi! I am trying to import SmartPlant 3D Structural model to STAAD.Pro through CIS/2 translator. I am able to import steel sections of Indian Section library. But I am unable to import Rectangular Section (Prismatic member not available in STAAD Section…

Hello! I am absolute beginner in STAAD, therefore would like to kindly ask anyone who could share already created .std file with PREFABRICATED CONCRETE HOLLOW CORE SLAB. Dimensions 1200x7450x220 (mm), but in my case just example would be great as well…

Hello As part of my project I had been going through some examples as shown on the verification manual of Staad Pro v8i and version 2007. However, I been having issues with some of the examples as some do not show the full detail of calculation description…

hello everyone how to used user provided table function in staad . ? it shows error when i am feeding the properties in the tools-> create user table->wide flange-> and i am feeding the properties here .(dialogue box) . what is actual procedure

Hello everybody, I am having some doubt about the slab orientation in composite slab design tab. the question is that if i want to design the solid slab connected with steel beam then what is to be done should i take the span as spanning between the…