shear wall design
in staad pro software ,shear wall design some example for verification my result.
View ArticleCURVED BEAM = ERROR - SLAB LOAD HAS NON UNIFORM LOAD SPECIFIED
Curved beam has a a slab load and live load which is distrubued along the curved beam in non uniform load along the beam which is a error for the problem solver how to solve the error which is...
View ArticleTEMPRATURE EFFECT ON COMPOSITE BEAMS
Dear Sir,Kindly check the attached staad file.when I applied the composite property to beams horizontalcommunities.bentley.com/.../waqas.std reaction becomes more than 1000 KN. If i used simple steel...
View ArticleLoad combinations for deflection check as per eurocode steel structure
Hi,Could any one guide me to do strength and deflection check in staad as per eurocode.I am a new to eurocode steel design and was using BS so far.I have Dead Load, Wind Load, Temperature Load and...
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Kindly go through the list of question?
Model Description:Hopper Supported over Steel frame Structure Questions1.Directly Applied the hopper capacity load on the top upper member is this assumption right??(Hopper capacity/1 bay area) this...
View ArticleUnit in diagram
Hi,My input unit is MTON METER, but when I watch the result of internal force diagram, the unit change to KN-m.I can go to option to change to MTON-m. But the Staad can not keep this format after I...
View ArticleResponse spectrum analysis
Hi,Can you check for me the input file with seismic load is response spectrum for euro code 8 is correct or not ?communities.bentley.com/.../Office-_2800_Temp_2900_.stdThanks & Regards,Chau Le
View ArticleDesign of column in the given structure
communities.bentley.com/.../7853.MS.stdThere is reinforcement problem in column, when I'm doing it manually I could have the result but in STAAD I'm unable to get the reinforcement details of failed...
View ArticleUse of StaadPro to study the 'Rail Structure Interaction'-reg.
Sir, I would like to know whether 'StaadPro V8i' can be used to study 'Rail Structure Interaction'. If it is possible how to connect a horizontal nonlinear spring between the rail (in the railway...
View ArticleCable shape
Prior to cable analysis, is it possible to define cable shape (section) first?Regards,
View ArticleStage analysis - erection stress analysis
is it possible to conduct Erection Stress Analysis (staging analysis) in STAAD?Regards,
View ArticleLoads value
In stadd pro output all columns and beams are designed according to some load. How can i get load on each column and beam for which it is designed by stadd pro...
View ArticleRAM Connection BCF w/ HSS Column
Hi,RAM Connection Standalone 11.01.01.240: WF beam to HSS column moment connection. When choosing BCF, column options are only WF. Can I choose HSS column? Thanks!
View ArticleWhy do we get "NOT VALID EBF FRAME" warning in RAM SS?
When I assign a frame as EBF it shows "NOT VALID EBF FRAME" and result either show "Brace is not connected to a valid EBF Beam" or " No links identified". Any suggestion? Also when I assign UBC 94...
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Continuous Beam - Ram Element - Continuous Beam - Skip Loading - Load...
When Skip Loading is selected, the program automatically generates different loading scenarios (as shown in the Help menu). However the program lumps all skip loading scenarios into one load...
View ArticleOpenstaad function for extracting plate's corner stresses
I'm unable to find a openstaad function for getting plate's corner stresses result in excel
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Program reinforcing almost doubling for same loading conditions
Hello,I’m working on a 1-way PT slab design in Ram Concept, and I’m running into some strange bottom reinforcing that the program adds for strength, and I was hoping someone had some advice. I had the...
View ArticleMicrostran - Lead Rubber Bearing
HI,I am looking to conduct a Response Spectrum Analysis for a bridge structure in Microstran, with and without the use of Lead Rubber Bearings (LRB) at the supports. I am in need of help with modelling...
View ArticleStair Analysis/Design
Hello,I'm currently designing a stair (straight run) and it has to resist loads due to wind load.I'm wondering if I need to show the treads (using any small size possible) and have it's material...
View Article***WARNING: THE VALUE OF MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER...
hii am getting this warning when running the file in latest connect edition, but when i run the same file in V8i SS6 then the warnings are not coming.please explain.regardssenthilkumar.B
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