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STAAD.Pro Connect Truss Release Specification
Angelo Peredo
In STAAD.Pro Connect, when releasing the trusses, do we release all the members that make the truss? Or just the diagonal of the truss? Please enlighten me. Thank you!
2 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Optimize Command in STAAD
Angelo Peredo
Hi, everyone! Is the optimize command working for steel sections created using the User Table?
2 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to fix ** ERROR: IBC/UBC LOAD CASES MUST BE FIRST AND NO MORE THAN 8 CASES ARE PERMITTED. **. structure is irregular and unsymmetrical. 12 seismic load cases are required
Kaede Cabanilla
STAAD SPACE START JOB INFORMATION ENGINEER DATE 11-May-23 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 49 0 0 11; 50 4 0 11; 51 9 0 11; 52 14 0 11; 53 19 0 11; 54 22 0 11; 55 27.5 0 11; 56 33 0 11; 57 38 0 11; 58 43.5 0 11; 59 47…
4 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Is UNB/UNT/UNL linked to effective length factors Ky and Kz in STAADPRO?
Kay Thi Kyin
Hi all, I was wondering if anyone could provide some clarity on the use of UNL (UNB/UNT) in the case of cantilever members. What I know so far is that Ky and Kz would have some typical factor of 2 or 2.1 for cantilever members, and this impacts the…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Why I cant get to see beam and column design report and reinforcement detail on run analysis?
Dhrubajyoti Ghosh
Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
*** ERROR : "DEFINE" COMMANDS FOR LOAD GENERATION SHOULD BE PROVIDED BEFORE SPECIFYING PRIMARY LOAD CASES.
Tarek Abu Selo
Hi, Hopefully, you are doing well. could you please help me to solve this error? this is the code below. regards, DEFINE WIND LOAD TYPE 1 WIND -Z (WINDWARD WALL) <! STAAD PRO GENERATED DATA DO NOT MODIFY !!! ASCE-7-2010:PARAMS 137.000 KMPH 0…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RE: Buckling Analysis and Effective length
Maniesh kumar
Dear Team I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Design of Solid slab (Conventional slabs)
Sulaiman Ade
Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Dummy beam
Sulaiman Ade
Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
moment diagram
waqar fazi
Dear sir, As per the attached file when i check the moment diagram for secondary beams 356*171*45 .staad showing as these beams are pinned and in my model,I am considering them as a fixed .Why moment is not coming at the end nodes? roof.std …
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RCDC Detailing Failure
Kunal Jeena
How to rectify this failure known as 'Detailing failure' in RCDC
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Modelling of connection between tunnel lining
Ze Yang Lee
Hi everyone, I am modelling concrete tunnel rings with an opening. The rings are connected by shear dowels that supposed to have a shear capacity up to 300kN. I have a few questions regarding the modelling technique of this structure. I have modelled…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
stresses in a steel plate
waqar fazi
Dear sir, Why staad pro showing the stresses value for steel plate too low?LOad is applied at the middle of the centre of the plate.so yielding will be more at centre point.I also did not understand the stress distribution for boh plates it is not same…
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Mton/Cm to Kn/m
Sulaiman Ade
How do I change Mton/Cm to Kn/m
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Gantry crane moving load along Z axis
Pasan
Dear All, Currently i'm designing a gantry crane. 1. I have assigned the loading from Crab to the gantry beam as moving load (Shows in Red color), But i have no idea how to assign the loading (Shows in Green color) when gantry crane is moving along…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Gantry crane design
Pasan
Does anybody designed Gantry crane using STAAD.Pro? Can anybody explain how can i assign whole surface of the rail on the ground as fixed? do i need to divide the rail in to small parts and assigned those nodes as fixed? or do i need to design Gantry…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ACCERLERATION SCALE FACTOR IN RESPONCE SPECTRUM ANALYSIS
sharm ank
N. SUBRAMANIAM BOOK OF RCC DESIGN GAVE THIS SYNTEX *SCALE FACTOR = (0.16/2) × (1.5 / 5) = 0.024 SPECTRUM CQC 1893 X 2.078 ACC SCALE 0.024 DAMP 0.05 MIS SOIL TYPE 2 IN THIS CASE ACC SCALE VALUE IS CALCULATED USING Z/2*I/R BUT IN STAAD HELP CONTENT…
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
differences in design results of staad pro connect and older version staad.
sharm ank
I modelled analyze and designed a project using staad pro select series 5 version and noted the required area of steel for columns but when I reanalyze the same std file in new staad pro connect edition I got different area of steel. for a particular…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Fatigue Analysis
Pasan
Hello, Is there any way that i can perform Fatigue analysis for steel member in STAAD.Pro? Thank you in advance
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
Print Section forces of members
Pasan
Hello, I have done a beam analysis and the shear at the middle is excactly 0. When i use " SECTION 0.5 MEMB 1" the results are okay. That means in the output file "shear y" is 0 at position 0.5. But when i use SECTION command with 2 or 3 positions…
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
Shear results from query dialog box and postprocessing are different, so which is correct, please help me
Sulaiman Ade
Answered
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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