• Tapered Members

    Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…
  • CLAUSE IN STAAD PRO

    I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…
  • Analysis vs Staad Uniform loaded cantilever beam

    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…
  • section wizard

    Hello, If i am assigning the property of section wizard say four angles connected, behaving as square in plan then is it possible to design that particular element as per the given design codes?
  • Single Line Format <-> List format

    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?
  • Removing Section Ref. Numbers in Staad

    I am currently writing a report on a structure and would like to include images from my Staad Pro model which show section assignments. For this I have selected the section under the properties menu, and have 'Highlight Assigned Geometry' checked so when…
  • Insider Skills: STAAD this Friday July 19th

    Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…
  • castellated beam design as composite beam

    hello everyone i want to know that can we design the castellated beam as composite in staad ?
  • STAAD.Pro v8i SELECTseries 1 (build 20.07.06.35)

    There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…
  • STAADPro v8i rel 20.07.04.12 User Table / Profile Points rendering problem

    I recently tried the feature of generating the properties of a built-up section by using the "Tools / Create user table / Add new property" then checking the "Define Profile Polygon" and inputting the perimeter points. I was able to generate the cross…
  • warning

    hello, 705 715 START FX FZ MX MY 705 715 END FX FZ MX MY . these are the release specification given and one more think is that i my beam is incline.
  • Tension force in a tank wall

    I have modelled a rectangular concrete tank in STAAD using plate elements and need to do some additional calculations to check the crack widths do not exceed a given value. I can get a contour plot of the bending moments in the walls but when the tank…
  • section database property developed in STAADPRO is not recognized in STAAD Offshore

    Dear friends I need your help to solve a error when i try to open Staad pro model in STAAD offshore. I'm not able to load my model because user defined section database property developed in STAADPRO is not recognized in STAAD Offshore. How i need…
  • Re: Slab Element in Staad

    yes i know the said thing but in actual practice we have different conditions for plate such as simply supported, fixed etc. then in space frame with the model say 3*3 bay both sides and height of building say 20 meter then in that case if i am using…
  • ISM Material Mapping

    Hello! I am new to ISM, and am experimenting with it as a central repository for Prostructures design and STAAD Engineering data. It seems to work at first attempt, but I am having an issue with materials. It seems that the mapping of materials from…
  • Combatibilty Issues between STAAD PRO V8i SELECT SERIES 4 and STAAD OFFSHORE.

    dear friends, we are facing big combatibilty issues between STAAD PRO & STAAD OFFSHORE. some of the use facilities available in staad pro is not at all regonized by STAAD OFFSHORE. Because of this combatibility issues we are facing lots of problem…
  • How can we incorporate RAM Connection data in ISM file?

    I have a steel structure Modeled, Analysed & Designed in STAAD.Pro V8i SS4 and Connections designed in RAM Connection plugin for STAAD. However, when I'm creating a repository for exporting the data to Pro Steel for detailing, RAM Connection data is not…
  • composite beams & slabs

    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…
  • Re: Unbraced Length of Members w/ Intermediate Nodes

    Dear Kris, Could you, please, clarify the diffrence between LZ and UNT/UNB parameters for free-standing slender 18m-tall columns supporting the crane runway? There is a disagreement among our engineers - how to set these parameters. The columns…
  • user provided table

    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