WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN?
WHY STAAD NOT SUPPORT THE MULTI THREAD?CORE FOR DESIGN? AS MANY OF SOFTWARE IN MARKET HAS CAPABILTY OF DOING SAME STAAD TAKING MUCH MORE TIME TO DESIGN , HOW TO REDUCE IT AND FOR INDIAN CODES WHEN STAAD SUPPORT MULTICORE/ THREAD TO DESIGN?ANALYSIS THE…
mat foundation for a tank
Hello every one
I'm trying to design mat foundation for a tank and the analysis result shows 0 moment in x and y. can anyone help me? I attached the file of staad to check it.
Thank you
non linear Cable analysis
Hi,
Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis
what if i keep 0 instead of 1 " REFORM 1 KGEOM 0"
Thanks in advance
Performing an Analysis in STAAD.Pro
Specifying Load Combinations and Analysis Commands in STAAD.Pro - On Demand Training
Learn how to specify load combinations and analysis commands in the STAAD.Pro Analytical Modeler or the STAAD.Pro Physical Modeler.
Reviewing the Analysis Results…
Composite beam with 2 deck types
Hi,
I am modelling a beam with a change of deck along the length of the beam (half of the beam has a W2+3.5" verco deck, and the other half has a W2+2" deck). I read this response: Effects of Changing Deck Type - RAM | STAAD | ADINA Wiki - RAM | STAAD…
Program Error for Deflection Checks in Spans with Multiple Span Segments
Applies To
Product:
Ram Concept
First Affected Version:
08.04.00.117
Found in Version:
08.04.00.117
Released in Version:
N/A
Area:
Analysis
Issue #:
1149586
Problem Description…
how to get beam properties like IX Ax Iz Az etc. in open staad,
i trying to get corresponding beam properties from staad, right now I'm using following command
But first 9 values showing empty and last on is value is 0.
Dim RetVal As VARIANT = OSPropertyUI . GetBeamPropertyAll (11, &varfWidth, &varfDepth,…
RAM Concept Ultimate moment not tally with '' strength design , top reinforcement plan '' output for RC beam design
q
Dear all,
I noticed that the Ult Moment from the design strip is not tally with the output of the area of steel reinforcement require for the beam design.
The photos attached above :
Beam size : 600 X 1000/1300
Mult = -1420 kNm (hogging) …
Analytical Modeling workflow
Applies To
Product(s):
STAAD.Pro
Version(s):
All
Environment:
N/A
Area:
STAAD.Pro Analytical Modeling workflow
Subarea:
N/A
Original Author:
Bentley Technical Support…
Error in selection of load case for bending moment check
Hello All, Greetings of the day!
I faced a query while checking the output file for my STAAD file with EN1993-1-1, wherein for Bending Moment clause 6.2.5 Max. combination load case was not considered by STAAD, Please refer below output image, where…
HI, everyone can anyone help me to solve about how to apply loads roof if we have 113Kn? thanks 4 all.
STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 152 7609.76 14763.6 -1.061; 153 467.483 16072…
Ram Elements P-delta Analysis Results
I am attempting to run a p-detla analysis on a single story solar carport system in RAM Elements. I have checked the corresponding box in the Analysis dialogue, and though the analysis runs fine and I don't get any errors, I am unable to find evidence…
hello guys can anyone answer me for this point, what's different between specification beam (Release) and normal beam of the structure? the specification beam (release) will remove ?
STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…
What is the best way to model beam elements of different depths flush at the top, including plate elements?
Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70.
The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…
Direction of seismic load
Hi
My understanding is that RAM SS does not analyze load combinations, instead, individual load cases are analyzed and then combined.
I am analyzing a nonsymmetric structure and I want to include seismic load in two opposite directions. I think Ram…
Hardware requirement
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…
I can't use Copy Member Load
Applies To
Product(s):
Microstran CE
Version(s):
CONNECT EDITION
Environment:
N/A
Area:
Modeling; Analysis
Original Author:
Global Technical Support
…
RCDC General
Applies To
Product(s):
STAAD Advanced Concrete Design
Version(s):
Connect Edition
Environment:
Area:
Concrete Design
Subarea:
General
Original Author:
Ranjana, Bentley…
Live load reduction parameter
Ram Concept allows users to select the code for live load reduction. I selected IBC 2018. The slab longitudinal and latitude strip trib areas were approx. 400 sq ft. each. Based on live load reduction formula, since the trib area times Kll factor was…
Error Analysis Cannot be Performed Since No Load Cases
Please help to remove this error from Staad.
STAAD SPACE START JOB INFORMATION JOB NAME MOULDING JOB CLIENT DAT JOB REV P1 JOB PART DESIGN OF MOULDING ENGINEER NAME PPE CHECKER NAME PPE APPROVED NAME PPE ENGINEER DATE 28/02/2022 CHECKER DATE 28/02…
Zero Load Vector Found
Product:
RAM Concrete
Versions:
All
Area:
Analysis
Problem Description
An error "Analysis Failed. Zero Load Vector Found" dialog is displayed when running the RAM Concrete Analysis.
Reason
The Story Data in the modeler…
STAAD STRUCTURAL ANALYSIS STUCK
I GET STUCK ON THE STRUCTURAL ANALYSIS AND ITS BEEN 4 HRS STILL NOT MOVING IS THIS NORMAL?
What does the mass density and frequency scale mean??
Hello,
I am doing a dynamic analysis of an experimental work which include couple of lines I could not understand . Any one can explain what does those highlighted parts in the attached image mean?
Analysis Error regarding Code Rules
https://communities.bentley.com/products/ram-staad/f/ram-staad-forum/220024/long-term-deflection-error-message/673947#673947
I have posted under this related question-set. Can these errors be ignored?