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Similar models showing very different results (Beam end forces, displacements, base pressure...)
Sebastián Pedraja
Hello, I´m designing two small guardhouses in STAAD.Pro V8i SS5, both are RC structures with slab foundations, they are almost equal in principal geometry, loading and sections, the only thing that changes considerably from one model to the other is the…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem modelling plates on top of beams for elevated steel water tank
SUJAY H M
I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Problem with the tool "RESULT ALONG LINE" after update V22.02
Simone Menichetti
Comparing the solicitations obtained from the Result along line command, before and after installing the update from the V22 update 1 version to the update 2 version, the results are different. With the previous version, I calculated plausible values…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to draw cross build up column
Rahul M
1. how to draw cross build up column (like "+" ) 2. how to add in user Table for regular purpose. 3. how to determine the section property for buildup column. I need to assign Build up column like this. with size D -600 B- 300 Tf- 25 Tw…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Suspension Cable Bridge (Error)
Mark Kenneth Ontejo
I tried to model a cable suspension bridge for pipes to cross a river. I tried all the possible solutions but still errors are present. I also wanted to know if the cables i used are capable of carrying the loads i applied.. Please I need help! :(
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
warehouse.zip wind calculation also in that folder.... try to fix this probem guys
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
COMPOSITE DECK
waqar fazi
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…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error while importing dxf to section wizard in Staad Pro from AutoCAD
Daisy Shah
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…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
tension & compression flange utility ratio for built-up i-section
CKK Raj
Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
vibration check
waqar fazi
Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
IX MISSING or SMALL
priya P
HI i created a built up section using Section wizard. while analyzing my model, i receive a error message that, ***ERROR*** IX MISSING or SMALL FOR MEMBER 1 How to rectify this issue.
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to get the loadings details in report????
arul mani
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?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
UC Ratio problem
arul mani
Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to reduce deflection????
arul mani
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Need to understand Staad Design Parameters for IS800 and IS456
Chetan Machhi
Is there any sample problem of STAAD or any documents which can help to understand how and in which conditions STAAD Design parameters can be used for IS 800 and IS 456. Basic parameters like FYLD ,Fck , CLEAR ,TRACK,TAKE OFF are easy to understand,as…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
difference in steel design results
sharm ank
please check the code attached. I'm trying to design a purlin section on staad pro using various indian codes. in steed design result is800 and is800 2007 WSD failed the section BUT IS800 2007 LSD passed the section. should I consider this section passed…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
torsion
waqar fazi
Dear sir, when I select torsion perimeter in design, I am getting warnings.I also submit this file and got consultant comments which are given below. 1 For lateral torsional buckling check of cantilever beams UNB and UNT parameters to be assigned…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
NOTIONAL LOAD
Ajay Datta
SOME CLARIFICATION REQUIRED IN THE USE OF NOTIONAL LOAD *PRIMARY LOAD CASES LOAD 1 DEAD LOAD (DL) JOINT LOAD 13 TO 16 29 TO 32 45 TO 48 61 TO 64 FY -100 LOAD 300: DEAD NOTIONAL LOAD NOTIONAL LOAD 1 X .002 THE ABOVE NOTIONAL LOAD IS APPLIED…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
LRFD LOAD COMBINATION WITH NOTIONAL LOAD
Ajay Datta
I AM TRYING TO USE NOTIONAL LOAD IN THE LRFD DESIGN. CAN ANYBODY CONFIRM IF I HAVE FORMED THE COMBINATION CORRECTLY? PLEASE ALSO CLARIFY IF I HAVE TO DO P DELTA ANALYSIS THEN THE COMMAND FOR THE SAME IS PERFORM PDELTA ANALYSIS AND NOTHING ELSE REQUIRED…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
I want to insert CFS section to my staad pro model
arul mani
THIS PROPERTY ONLY.... I WANT TO USE IN MY STAAD MODEL.... HOW TO USE THIS AS A COLDFORMED STEEL (AMERICAN)
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Tank Foundation
Ali Aljutayli
Hello, I have one concern with regard to SFA capability to design mechanically anchored tank foundation. As shown above, technical reference manual is saying not covered while on the software itself showing mechanically anchored option. Now…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Retrieving assigned steel design parameter via OpenSTAAD
Namit Sharma
Similar to the "Command.CreateSteelDesignCommand", is it possible to retrieve assigned steel design parameter information for beams? In particular, I am interested in material grade data (fyld and fu) assigned to members for design.
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Beam Failing
Foremails Ford
Hi STAAD community, I'm currently designing a curve stair and there's one beam that's failing. Please help me on why this is happening since I tried to do it on a new STAAD file and now it's not failing which makes me doubt I've done something wrong…
Answered
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Concrete Column ACI 2011, Strength reduction factor for Column Interaction
Khaled Mohamed Ahmed Mohamed
during review design of concrete column, it's noticed that strength reduction factor considered as 0.65, it's understood that strength reduction factor varies between 0.65 (compression control section) to 0.9 (tension control section), by reviewing…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Property Reduction Factor
haider rufaie
Can you please tell me while using the property modification factor for Beams and Columns (0.35 and 0.7) why does STAAD give us less Steel rather than providing more?
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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