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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
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
Wide Truss Canopy With Cable Questions
ROTCIVMAR NIÑO SANTILLAN
Good Day everyone, I am designing a wide truss canopy with a cable to provide support for deflection. I am having a hard time solving the warnings. Can someone please help me solve the warnings and also teach me on how to analyze cables on STAAD…
11 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Supports of soil safe bearing capacity into our grade beam and plinth beam structural designs?
S Thirumarainathan
Respected Engineers, How can we incorporate the additional strength available by soil safe bearing capacity into our grade beam and plinth beam structural designs?
11 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
staad.pro connect edition version 22.10.00.153
S Thirumarainathan
Dear Sir, Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ For the last 45 days, our design engineers have been carrying out the design work of the…
11 months 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…
11 months ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Why IS Code 800-2007 LSD fails Ratio INFINITY, while AISC 360-10 ASD passed Beam with Ratio 0.44? Taper beam
Arun Chugh
1) Design check by IS Code 800-2007 LSD fails gives result of Bending Ratio = “INFINITY”, which passes with AISC 360-10 ASD Ratio 0.44! Also IS 800 code output does not give any ratio in both major, minor axis! 2) Is this 12 mm Flange thickness is critical…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Hardware requirement
Gary Forrow
Hi, Struggling with response times with running my model at the moment, and need to know what hardware I need to upgrade. I have a Xeon processor E-2176 @ 2.7GHz, 32Gb RAM and have a runtime of nearly 19 minutes A test on an 8th Gen i5-8350U @ 2…
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
Spring Supports: Connect Edition
Superstar123
Hello, I am new to Staad and am unsure how to add spring supports to the top of my structure. I am modeling a simple two column, 1 beam frame with spring supports (absorption pads) that connect the frame to the composite slab above. My question is…
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
Model a curved beam (Displacement)
Francis Nunez
I am modeling a curved roof and used structure wizard to break the curve into smaller segments of a straight line. I can run the model and get the proper reaction and beam results that I previously estimated. The displacement is much greater than I expected…
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Staad.beava in Staad pro connect edition
Sajal Shrivastava
How should I turn on Staad.beava (bridge code) in staad pro connect edition? In the earlier version, it was easily accessible right at the startup menu as per the screenshot attached. Please reply.
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
STAAD.Pro: how to input Lb for AISC 360 steel beam design
Chuen Han Lee
Dear all, I am modelling a simple roof steel frame and the steel beam design is not passing the design check for AIS-360 LRFD LBT I have defined UNT and LY for the steel beam and it should meet the condition of Lp < Lb < Lr, however the design results…
Answered
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Warning for SET STAR 0
Ellen Joy Magat
We been adding SET STAR 0 to use basic solver since there's additional quarterly pay for advance solver. But in the recent update of STAAD. Pro Connect Edition, we find this warning. Is there also any update for the input? .
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Error Staad Cargas muertas
MARIO IVAN MANZANO ROMAN
Hola tengo este problema en mi computadora, al asignar cargas muertas a mi edificio se producen estas áreas fuera del modelo que no me dejan trabajar, he buscado ayuda pero nadie me da una respuesta, aparentemente solo sucede en mi computadora por que…
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
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
Response Spectrum Base Shear Scale
Anirudh
Dear All, I have modelled and analysed a staad model with response spectrum analysis and the scale factor i have matched still im getting this. some one please clarify regarding this NOTE : THE BASE SHEAR (VB) FROM RESPONSE SPECTRUM IS LESS THAN THE…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
The analysis of a stepped column is possible or not?
soumyaranjan samartha
PDF Dear communities, Please provide me the solution or method to design & analysis the STEPPED column. For the reference, I have attached the pdf file, please check it & provide me the solution. Thank you.
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
how to connect beam to column
Falcon X
how to connect beam to column. column size is 4m x .850m, baem size 0.750m x 0.400m. see the attach file image. Yellow line is the column. .
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
India Section S type ISMB's are Not selectable from Section Database in StaadPro Connect 22.05.00.131
Arun Chugh
While using StaadPro Connect edition 22.05.00.131 latest update, under Analytical Modeling workflow, I am unable to select member properties from section database - type Indian Section S-type. All records except one ISMB100, are greyed out. Snapshot…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Bug in Warping constant in AISC360-16 Chapter E.4 (STAAD.Pro ver.22.04.00.40 )
Koki Nozaki
STAAD.Pro ver. 22.04.00.40 ” The correct Cw (Warping constant) value is not assigned by the members ” I modeled all these members in the GUI. Other than PG(Plate Girder), I used American Property, and created User table about PG. Here, I compared…
over 2 years 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
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