Old STAAD won't open new file
I've sent .std files from the latest version of STAAD.Pro (22.00.00.15) to two people recently. Both of them have older versions of STAAD. I'm not sure how old, probably 3 to 5 years. For both of them...
View ArticleClik here to view.
staad foundation advanced
Hello ,In staad foundation advanced display unit is different .It shows the both unit SI and ENGLISH in one file. why this thing is happened i cant understand all inputs are in SI unit .please find...
View ArticleAISC 9th Manual, Adjustment to the compression capacity due to local...
Does Staad check local slenderness and adjust compression capacity of sections as per AISC 9th Edition Appendix B5 in case of slender flange/web?If yes, please descibe the procedure.
View ArticleOpenSTAAD (Time required for data extraction)
While using OpenSTAAD, I have noticed a significant reduction in the time required for data extraction (whether it is member end forces or geometry data) when a dialog box (such as autosave dialog) is...
View ArticleRAM Concept Slab Self-Weight
Does RAM Concept and RAM Concrete include the weight of the reinforcement in the slab when it calculates the selfweight? and if so, is this reinforcement program generated?
View ArticleSTAAD PRO Analyzing repeat loads only
Please see the attached model.I have defined self weight, applied loads and repeat loads. Repeat loads are basically my actual load cases. Thats is self weight and live loads applied a the same...
View Articlesection failing
hey i am designing G+4 building and after analyzing it shows some sections fail while designing and detailing. please help me in this how can i solve this. below is attached model, please see if wind...
View ArticleRamConcept V7 Very Slow
Hi,After updating RamConcept to Version 7 (07.00.00.012 x64) I have noticed that the computation time is much slower.There are also extra steps involved such as:Optimizing MeshBack-solvingModels which...
View ArticleClear Cover for Double Layer Rebar for IS 456:2000 B eam Design
I have 2 questions in Beam Design.1) If Required steel is greater than 0.2% of Concrete gross area in Concrete Beam, Does Staad - Pro Designs the beam considering it as Double Reinforced beam? or does...
View ArticleOpenStaad with VB.NET not working with staad connect edition version 22?
i was using Openstaad with vb.net with staad pro v8i version 20.07.11.33 which was working fine.but for staad connect edition version 21 & 22, visual studio can't detect openstaad reference.things...
View ArticleUse of UNT in Secondary beam design in Decking Floor
Hi, Im Al Amin,I'm designing A mezzanine floor as decking floor slab. Normally for fixing Decking panel with Secondary beam and main beam we use self drilling screw. Secondary beam spacing is 1.2m. My...
View ArticleHow to design mobile Gantry Crane ?
HiI have assignment to design mobile gantry crane in staad proBut i don't even know how to start itCan anybody help me ? I need some referenceI use staad pro v8iif you have an example design of gantry...
View ArticleClik here to view.
RAM structural system and RCDC
Hello ,workflow of my ram ss and rcdc doesn't work . some error is there ,and my rcdc version is already 8.0Please guide me in this problem .
View ArticleRam Concept: Exporting Mat foundation loads
I built a RAM SS model with a mat foundation. Is there a way to view the loads that the mat foundation is being design to other than clicking one by one through the layers and seeing them visually? I...
View ArticleUnbraced Length of Lateral Columns in RAM SS
How shall we assign the unbraced length of lateral columns in a building with a mix of latera and gravity columns supporting a flat slab? The building does have shear walls as well as a part of MWFRS.I...
View ArticleRam Connection V13.0 - Beam Flexural Rupture - Wrong value for Zb or Zc
Hello everybody,Two things about flexural rupture capacity on coped beams within Ram Connection:1-) On the Formula that the software generates for the Flexural Rupture instead of printing Zc it should...
View ArticleGusset Base Plate Ram Connection
I am trying to design a base plate with a gusset and a pedestal for the anchor bolts on the Flange of the column.Will Ram Connection do this?
View ArticleRam Connection Column Orientation
communities.bentley.com/.../M114_2D00_N1.zipI changed Column orientation to transverse. Then saved file and it will not let me change orientation back to Longitudinal.
View ArticleChanging input units multiple times in STAAD editor
i have created a STAAD model with base unit Meter KN and loads are in same unit,When I am putting Concrete design parameters, i have defined Unit MMS NEWTON.Now in GUI all load is showing in newton mm...
View Articlehow to change support view size on print output staadpro
how to change support ,node view size on print output staadpro
View Article