• Wind load in STAAD Pro Using Indian Code IS 875 for RCC Residential multistorey building

    In staad we dont have indian wind load definition for calculating wind load kindly help How to implement Wind load in STAAD Pro Using Indian Code IS 875 for RCC Residential multistorey building , if any ref. available please share pdf or staad …
  • staad plate results

    In older version of staad V8i On activating a selective plate group , legend and its limit values are visible for activated elements/plates only. IN current version of staad connect edition: On activating a plate group, Legend and limit values…
  • ignore alone wind load case

    Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
  • Creating solids for export in a steel structure

    Hi everyone, from a colleague who is using Bentley Staad Pro I got a steel structure exported. For my task I need the model to consist out of solids. Is there a way in Bentley Staad Pro to convert these lines into solids or export them to solids?…
  • Gantry crane moving load along Z axis

    Dear All, Currently i'm designing a gantry crane. 1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
  • how we can make pre engineering beam as a composite beam in stad

    Dear sir, Kindly guide me how we can build a pre engineering beam as composite beam in stad pro?
  • camber a steel beam in staad pro

    Dear sir, I want to camber a steel beam . I am putting the value 750 (length/offset =30000mm/40mm(we need to camber it 40 mm)) and respect value 1.6 but results are still same with deflection 50mm .Why deflection is not decreasing? Kindly also guide…
  • How we can camber a beam in staad pro

    Dear sir, In staad pro how we can camber a beam . stad file also attached.I want to camber this beam 20mm .Is it possible in staad? 6472.Str1.std
  • Warning - Instability at Joint 12865 Direction = My

    Hello, I am getting the following warning and am not sure how to resolve it. The node is at a corner of the slab and it is pinned. I am not sure why I am even getting an instability in the My direction if I am not supposed to have any moments due to…
  • composite beam

    Dear sir, I want to design a composite beam in staad pro and consider the weight of concrete slab manually ? is there any option to stop the staad to consider the weight automatically as per CW and concrete slab thickness? Kindly give some suggestions…
  • How to pass steel members in Staad pro

    I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…
  • deck slab

    Dear sir, In My attached fil,I am creating a deck slab to make my steel beams as a composite beams.But I notice deck slab somewhere missing the steel beams .some beams are not composite?Why it is happening?do I have to add that beams manually in stad…
  • FLOOR LOAD

    Dear sir, In attached stad file. I am applying the dead load 2kn/m2 as floor load. 1.somewhere I am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where I am having…
  • floor load

    Dear sir, In attached stad file .I am applying the dead load 2kn/m2 as floor load. 1.somewhere i am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where i am having…
  • UC Ratio problem

    warehouse.zip wind calculation also in that folder.... try to fix this probem guys
  • Error in Korean Pipe Sections

    Hi. I have posted this question in the wrong community (SACS, MOSES...) so posting it again here. I found out that the Korean pipe sections use wrong plastic section modulus. I thought this was just an typo error but no, Staad uses it for calculating…
  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…
  • Error while importing dxf to section wizard in Staad Pro from AutoCAD

    I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…
  • Shear results from query dialog box and postprocessing are different, so which is correct, please help me

  • how to get the loadings details in report????

    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?
  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
  • 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…
  • Custom Timber Material

    How can i define a new timber material within Staad.Pro with given values for Bending strength etc rather than using a set value such as C16 timber? Any help would be greatly appreciated as this is for my Dissertation.
  • 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?
  • SmartPlant 3D- STAAD.Pro interface through CIS/2 translator

    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…