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STAAD Pro Version 22.10.00.153
S Thirumarainathan
WE HAVE TRIED WITH THE FOLLOWING AVAILABLE COLD FORMED SECTIONS: Angle With Lips - 1 Double Angle (LD) Double Angle(SD) Channel With Lips Channel Without Lips Double Channel Back to Back Double Channel Front to Front Zee With Lips …
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ERROR: MEMBER # 3 IS NOT A VALID COLD-FORMED STEEL SECTION. E-10 - in Staad.pro
S Thirumarainathan
Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD Error
Adrian
i have analysed a structure and have got 1 error that says above command is not recognized line ignored 2 storey.STD . please help me. i have attached my model as well.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad.Pro - Seismic loads by response spectra
lachin nuriyev
Hi, I need help defining seismic loads by using the response spectra line graph. I add seismic periods and accelerations in the 'Load Case Details' section (attached image). I did not use the 'Definitions' section to consider seismic. My question is how…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
staad error - steady state analysis
Iris Wang
**ERROR 9464** MAX EXCITING FREQUENCIES = 7500 REQUESTED = 9908 this error i encountered when i was running steady state analysis. could you please explain how i can fix it? thanks
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD CONNECT - Variance In Length by 0.00001 m
Rakesh Jain
Hey All, While Modelling A Building In Staad Connect Edition, When I Model A Slab Of 5 X 5 m Size In C.E., It Takes The Length As 5.00001 m Irrespective of 5m Length Input, And So It Gives Error While Generating Floor Load With Boundary Of 5 X…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Section Properties Not displaying in Report In Stadd Connect
Rakesh Jain
Hello Everyone ! I Have Done Analysis For Window Model Using Prismatic General Section. But While Generating Report , No Property Values i.e. Ixx, Iyy, Izz For Prismatic Section Were Displayed in Utilization Ratio Table. Please Suggest How to get…
over 1 year 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
Having Doubt in STAAD Seismic Analysis for New Zealand Project
Suraj Jadhav
Currently Working on Pipe rack Design for the New Zealand site. And I want to do Seismic analysis for the pipe rack. I have seen the seismic code list which is available in software. New Zealand Seismic code is not available in code list then how we can…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
SOFT STORY
Selene Cruz
My structure keeps on getting EXTREME SOFT STOREY even if i already reduced the storey heights and increased the beam and column sections. Please help me. Thank you.
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD seems to be using ASCE 7-16 11.4.8 Exception 2 because T>1.5Ts even though S1 < 0.2
Damon Macioce
STAAD seems to be using ASCE 7-16 11.4.8 Exception 2 because T>1.5Ts even though S1 < 0.2. Site class is D, other parameters and calculations are in the attached Excel sheet. Cs Calculation.xlsx Is there something I am missing or seeing wrong? Thanks…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
There are support error in rc designer. how to solve it
sadique sayyed
When i design my model in rc designer it shows " Member 91 is not supported. Set the support conditions in the beam spans table". how to solve this , someone pls help.
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
THE COMPRESSIVE AXIAL STRESS IN MEMBER # 1049 EXCEEDS 0.08FCK AT SECTION 0.0 MM FOR LOAD # 216 AS PER CL 6.1 OF IS-13920 2016.
Anirudh
Dear All, I got lot of warnings for the beams that the compressive axial stress in member exceed 0.08fck. What is the solution for that i have got lot of warnings regarding this. Please suggest me Thanks & Regards, Anirudh
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
base shear and lateral displacement value not matching with etab model
waqar fazi
Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
No member loaded for floor load generation?
Anirudh
Sir I have modelled and applied the loads in the staad interface the loads are applying but after the analysis in the output I'm getting warning that no member is loaded for the floor load generation! I have thoroughly checked the duplicate nodes,orphan…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
How to use the SAVE command?
S Sharan Kumar
I am trying to generate the time vs acceleration values from dynamic analysis in staadpro connect edition. In a forum discussion, i have come across a solution of using the SAVE command. It was mentioned to use TYPE 1 FORCE SAVE or TYPE 1 ACCELERATION…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Hide Finite Element Mesh in Postprocessing
Joe
A couple of questions about the display of entities in the postprocessing window: Is it possible to hide the finite element mesh in STAAD Pro Postprocessing mode and just display solid view of the plates? Can the buckled/deflected shape of the plates…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD - Modeling a Slab - Why I am getting a lower moment?
Akam
Hello, I am new to STAAD and this forum, and this is my first post! I wanted to model an 8.67' X 31.5’ Slab with a 16,000 lb. load applied at the center. The slab will have fixed ends at all sides. As a “one-way slab”, the expected max moment utilizing…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAAD Physical - Error
Saeid Kanani
Hi Bentley Team, I am in the process of modeling a steel structure with some steel hoppers. Running Integrity Check and Analysis Model show no issue with no error in the model. But when I want to move to Analytical Modeling, the following message…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
CAN I SCALE MY STRUCTURE??
Adeshina Ademola
Hello Sir, I have a structure I designed before now, my boss comes yesterday and says he wants us to increase the plan dimension of the structure by a certain scale factor, can i resize the structure in STAADPRO and proceed to design or i have to re…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
*WARNING- ZERO STIFFNESS IN DIRECTION 1 AT JOINT 11 EQN. NO. 1 LOADS APPLIED OR DISTRIBUTED HERE FROM ELEMENTS WILL BE IGNORED. THIS MAY BE DUE TO ALL MEMBERS AT THIS JOINT BEING RELEASED OR EFFECTIVELY RELEASED IN THIS DIRECTION. and several other w...
Rex Homer C.
Good day Everyone! I have several warnings in what I'm trying to design. I designed this model in STAAD TRUSS since this is a truss. Below are the details. Thanks in advance. P R O B L E M S T A T I S T I C S -----------------------------…
Answered
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Lifting Support Location
Ram Prasad
Staad reports instability warning. This is H-Type Lifting Frame. Where should I apply the "FIXED BUT FY MX MY MZ" support? And do I need to specify the slings as member tension only? Please help.
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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