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STAADPRO ERROR "EXCEPTION [ACCESS VIOLATION] RAISED ! ABORTING ANALYSIS
Xue Li Diong
Dear All, My model unable run completely and terminate halfway, and pops out errors " Exception [Access Violation] Raised ! Aborting Analysis. I was no sure what's going on, could advise me the reason and how to fix it ? The STAADPRO model used…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Reg: Removing warning and notes in the Steel structure
Subramanian Bala murugan
Hi, We are doing our final year project in the design of PEB structures. so we are using staad software to design and analysis the structure. we have received more warnings and notes like "instability at joints, weak spring added for stability, zero stiffness…
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ERROR IN COLUM DESIGN IN RCDC
Falcon X
WHEN I CLICK ON AUTO DESIGN (WHILE DESIGNING COL) IN RCDC THIS ERROR SHOWS HOW TO SOLVE IT? I USED .accdb FILE FROM ETABS V19. Item has already been added. Key in dictionary: '0' Key being added: '0'
over 2 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Reason for slow STAAD.Pro model analysis
Marie Joy Yamauchi
Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…
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
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
MOMENT DISTRIBUTION IN STAAD Pro FOR PARTIALLY RELEASED BEAMS
Robin Thomas
How does Moment distribution and release for beams work in STAAD Pro ? While designing Secondary Beams, I’m generally releasing the moments MX, MY, MZ to a 100% at their ends. If I keep the ends fixed, I get a hogging moment say ‘ X ’ kN-m at the…
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
SIG Virtual Workshop: STAAD - Modeling Finite Elements
Kelly Fox
SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
ignore alone wind load case
waqar fazi
Sir, the bottom chord of my trusses is failing due to compression at wind load upward alone load case 5. But i want to ignore this case which will never happen alone due to dead load of 1 kn/m2 on the roof.I want to check my steel with load combinations…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
As per new philisophy of Research Enginners , 2020 connect edition ., it is mentioned in the manual that STAAD files can be direcly imported to PLAXIS in IFC mode.
Arpit Parikh
How to use connect editon in managing IFC biles in between Bentley Softwares. I.E. STAAD to PLAXIS 3D, SOIL Vision to PLAXIS 3D., BIM Modeler to BRIDGE DESIGN (Leap Concrete + Leap Steel) and same again to PLAXIS 3D to check differantial setltement…
Answered
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Modelling of Masonary walls for live and dead loads
Inderbir Singh
I was working on a house project which has 9 inch thick Masonary walls as well i tried a lot of methods to diagonal strut method and some others as well not even a single method was efficient in case of Live and Dead load only i want the column reactions…
Answered
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
User Table Error: File Not Found
Pablo Canete
Hi, I'm using STAAD.Pro CE and when I run analysis of my structure I get the following error: 213. MEMBER 214. _GIRDERS 126 128 130 132 134 136 138 140 142 144 193 TO 240 257 TO 288 333 - 215. 334 TO 428 216. _BEAMS 29 TO 39 41 TO 43 52 TO 57 67 TO…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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
SIG Virtual Workshop: STAAD: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC)
Patsy Gant
STAAD Special Interest Group: Designing Concrete Structures Using the STAAD Advanced Concrete Design Workflow (RCDC) Host: Sabrina Tedeschi, Senior Content Engineer, Bentley Systems, Inc. 17 October 2019 01:00 P.M. EDT Register Now Staying…
over 3 years ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Announcements 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 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
RAM Elements Models From Users Around The World
Seth Guthrie
over 1 year ago
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki
Floor slab design
Mukuntheshwaran Venkatesan
I am designing a floor slab for the below mentioned view of the building. In the plan view the center part of the portion is to be left empty and the remaining area should be covered by slabs. In how many ways can i design a slab to account for both the…
Answered
over 4 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
fail beams and columns IS800
srinivasulu reddy
Hi sir, Staad showing fail beams and columns. How to check existing building in Staad pro (I want main how took a parameters in Staad pro)? Any suggestion tell me.if any mistake is their tell me sir,please reply. this my model input. STAAD SPACE…
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
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