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sye
*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. anyone plz help me
harshvardhan pawar
*** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. i cant understand
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Displacement too important at node 3 (bent member)
David Archambault
See attached STAAD files. At node 3, the deflection is way too high and I can't find the reason. I suppose there's an issue since beams 5,6,7 and 12 are one member, but is bent. Not sure who do models this without causing issues ! Suspended_Bentley.S…
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad Connect Editor decimal issue
Saif M
Greetings, I have been working on a model on STAAD Pro Connect Edition, I noticed that after updating the geometry in graphical view, the values in input editor are rounding up to max two decimal places as shown in picture attached. For Example…
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Joint Displacement & Section Displacement
Dani Paul
Dear Colleagues, (i'm not sure if anyone has earlier raised the same query, if so please guide me to that respective post) 1) it can be noted that while checking for column deflection against DFF 200, the actual deflection is shown as 0.101m - is…
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RCDC column design discontinuity?
Dani Paul
Dear Colleagues, i didn't face this issue with the earlier structure, however in this model (with stub columns) I'm having trouble with designing columns in RCDC. 1) for instance, though my C2 column ranges from 98.5 -> 100.3 -> 105.3 - but the design…
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How do select the angle between truss members?
NAUSHAD KHAN
I want create a truss I chose one from structure wizard but I want a specific angle between truss members at end points (usually referred as alpha) where I can change the default settings for this?
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Beam-Girder Horizontal Angle issue RAM Connection
Beau Carlo Caesar Marifosque
Hi! I was trying to design a connection using Connection Design in STAAD Pro for my project. However, it cannot create a link to other beams it is supporting since I am working on the ramp design of 2-story parking. This is what I got: Please help…
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Diagonal decay at joint 52 and 60
David Archambault
I'm having an issue with my model, there's is a diagnoal decay at joint 52 direction Mz and joint 60 direction Mx and i can't find the issue. I've tried to find information about this error, what could it be ? Thanks BentleyRev1.STD
Answered
5 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Wind Load on Tapered Section -reg.
Dani Paul
Dear Colleagues, current version : STAAD.Pro CONNECT Edition - Version 22.12.00.142 there was a situation where we had to find out the lateral forces due to wind on a light pole (tapered profile) and provide suitable support for the same. Wind was…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.Pro Progress Bar View ?
Dani Paul
Dear Colleagues, after some time working in STAAD, a new window/application by the name 'ProgressBarView' seems to open; however unable to select/see that (or) trace that in Task Manager; but my daily activity is not affected by that window. snaps…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.pro Structural Tooltip Options
Dani Paul
Dear colleagues, i haven't noticed this before, but recently i had applied more than 3 releases to a member and i noticed that the Structural Tooltip popup (yellow) shows only the first 3 releases and skipped the rest. Structural Tooltip has always…
Answered
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.Pro Error: Joint No 0 does not exist. Can anyone help?
Simon
design-4 (edited).STD Here is the STD file for investigation.
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Do we release the moment in the z-direction of beams supported by cantilever beams? Say on balconies.
Simon
Considering the figure, with beam no. 162 the secondary beam and beams no. 160 and 161 the cantilever beams. Do we release Mz for beam no. 162?
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to apply soil load to retaining wall in STAAD?
Simon
I want to apply a lateral soil load to a structure below grade in STAAD. I modeled the retaining wall as a plate. How do I go about doing this?
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
While doing design program terminates after 165 nos checking,
Karthikeyan T
While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Am I applying the floor load function right?
Simon
I tried applying a floor load to an irregular floor plan like this. Am I doing it right?
Answered
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Floor load with a floor group
David Archambault
I'm trying to add load on a platform for the cross section below. I'm wondering, since drawing this platform on STAAD mean that i must draw the platform with the member centred in the middle of the HSS and add the HSS width in the Properties. Does…
Answered
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Floor Load on Walls causing visual glitch?
Emmanuel Domingo
Hello I am currently using the floor load to assist with applying wind loads on walls. However, when I am checking the wind load there's an issue where it looks like it's not being applied correctly. Is this a visual glitch or is it being applied…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Area of Steel Reqd. for Tran. Moment for Load Case ____ exceeds the Maximum Allowable for Element # ______ - STAAD.Pro Connect
Rex Homer C.
Good day. I was analyzing a model and designing the plates I made at STAAD.Pro Advanced Connect Edition 22.00.00.15. After the run analysis, the result gave the above notice on several plate elements I had. I modeled the plate elements using parametric…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Repeat Load vs Combination load- Both gives different result when used with seismic load. Which should be used for concrete member design?
syed Aqeel Ahmad
I have attached a small sample file for checking of result. STAAD SPACE START JOB INFORMATION ENGINEER DATE 15-Feb-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 4.00001 0 0; 3 8.00002 0 0; 4 12 0 0; 5 0 0 4…
6 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
What is the reason for designing of column without considering the worst load case even though I add several load combinations?
Yadheesh Waran
In my model I analyze and design a G+8 RCC Structure, and the column is designed for only the first load case even though other load combinations give maximum axial force and moments. I attached the screenshots of output file below.
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Analysis file for two different version shows different result
Ankush Kumar
MJB_697+398_P1_R0_I0_300123 - Base pressure (OLD VERSION).std MJB_697+398_P1_R0_I0_300123 - Base pressure.std Please see the base pressure result.
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD PRO - Beta Angle not saving
Superstar123
Hello, I am using STAAD.Pro CONNECT EDITION V22 UPDATE 12. Every time I save my model and reopen them the members that I had beta angles assigned to no longer have them assigned as well as the angle that I specified in the properties tab no longer…
7 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Section wizard error in STAAD V22 update 11
santhosh sivanandam
Hi i m using STAAD V22 Update 11 . when I use the following attached section in the section wizard I m unable to get the result. can anyone help on this issue?
8 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Can't find Connection in RAM Connection using STAAD Pro
Waleed Elmalawany
I am using STAAD Pro Connect Edition to design a connection between two beams, beam sitting on top of a concrete seat and a connection between HSS brace and W beams for a piling template. The top beam has been rotated 90 degrees around its axial axis…
10 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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