cannot generate load for command Y range
Hai,I am designing a Industrial building in staad.pro. I want to apply the dead load of the top floor slab as a floor load in staad. But, While applying the floor load, Staad showing the error,"CANNOT...
View ArticleMember design buttons not available (AS 4100)
I am using Staad.Pro V8i (Selectseries 6) 20.07.11.33 and trying to start using the AS4100 steel design function (Australian code). I have been watching youtube videos and think that maybe I don't...
View ArticleVertical seismic excitation
1. I have worked with Lateral seismic definition. However I am having doubts regarding Vertical seismic excitation. I would like to know how to assign Vertical Excitation? How to ensure Av=2/3 Ah 2....
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RCDC Analysis issue
Hi All,I encounter a problem when I try to run analysis from RCDC, this window pop up: If I click "continue", it just takes forever and never stop processing for data.Does it mean I need to upgrade my...
View ArticleAre Beam Offset Needed?
I am trying to model an existing, single span, skewed bridge with several Steel members (Floorbeams, Truss, Stringers). The member spacings and skew makes it difficult to determine the tributary areas...
View ArticleLong Span, Deep deck steel design
Hi everyone,We are trying to use RAM Steel to help us design the gravity system of a building utilizing a long span, deep deck system. Has anyone else used similar systems before and have any tips or...
View ArticleAluminum Beam Design
I have selected the aluminum design code and selected parameters but When i go to the output file I cannot see the design results. How do I see the aluminum design results? For steel you can select the...
View Articlewind load on open structure
I have a design of a bike shelter. I do not know if i am applying the wind load appropriately.I have applied the calculated uplift on the roof, and also through the wind generator. My question is that...
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staad Utilization for bigger section higher than lower section
good day, i tried designing a simply supported steel beam on staad pro using the same loading but i tried different Dmax UB 533X210X138 = Utilization ratio= 0.9852117UB 457X191X161 = Utilization ratio...
View ArticleWall Design Group Assignments and Making Changes
Here is the scenario:I designate the wall design groups for a project and need to make a change, say increase wall thickness on some walls or increase concrete strength for all walls. I make those...
View ArticleSTAAD autosave when working from projectwise
Does autosave not work when working on STAAD file from projectwise? I'm using 22.02.00.26 and it's crashing fairly often, and I have autorecover set for every 5 minutes but it seems it only saves when...
View ArticleZERO TENSION POINT SPRING
hello,I am having a foundation supported by piles. The piles are not allowed to go under tension. I am using point spring to model the piles. But even I set the load combinations as zero tension, still...
View ArticleWhen is Ram Concept Going to Support the new Australian Concrete Code -...
Hi, Is there any target date to release a revision to Ram Concept to support design to AS3600 -2018 ? The new code is compulsory to be used in Australia for all new Buildings starting from June 2019.
View ArticleStaad File freezes during analysis
The enclosed file was working but now it freezes at "Read/Check Data in Load Cases". Maybe someone can review fiel and see if it is file. Other models will solve - but I have 4 similar models to this...
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IS:800-2007 code MBZ VALUE REVISED IN LATEST VERSION (22.03.00.28) VS LAST...
we have checked the same frame in staad version 22.00.00.15 and latest version 22.03.00.28 but it showing different stress ratio. in steel design we found there is difference in MBZ value.Please advise...
View ArticleRegarded Staad pro connect edition
Hello Everyone.Can anyone provide the solution don't know what happend with connect version 20.00.00.28 update 3.When i analysis the model in series 6 model is work fine but when i m going to import it...
View ArticleTorsion, longitudinal warping stress
Hi,Hope to get support from you,I have a fixed beam on both sides, on which have torsion force, is it possible to see Longitudinal Warping Stress in output? And also see warping moment, is it also...
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RAM Frame - User defined wind loads on a Semi-rigid diaphragm
Hi,I'm trying to apply user defined wind loads on an irregular semi-rigid diaphragm, but I'm noticing that the loads with some eccentricity are being distributed in an unexpected manner. The loads are...
View ArticleRAM Foundation Pile Design
I am trying to run the pile cap/pile design with in RAM Foundation and I keeps saying NO DESIGN and giving me funny results.Please advise
View ArticleHow to 'lock' truss members?
Is there a way to 'lock' truss members together?i.e. I have one bottom chord member that goes through multiple nodes (say 1-5), but I want STAAD to think of it as one member from nodes 1-5 instead of...
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