Amplification of Accidental Torsional Moment in STAAD
Hi,How do I apply ASCE 7 - 10, Section 12.8.4.3 Amplification of Accidental Torsional Moment in STAAD? I have STAAD version 20.07.11.50. Thansk
View ArticleShear wall boundary edge
Good Day,I have analyzed and designed a shear wall following the ACI code in Staad and would like to clarify some results.. The shear wall design has reported Edge reinforcement, however the length of...
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UPT Error In SS6 Upload
HelloI have created a model (in ss6) with beams created in section wizard, saved to a upt and inserted to a user table.However when reloading the structure, it comes up with 3 errors and the upt...
View ArticleRam Concept CONNECT Punching updates
The latest version of Ram Concept released notes that errors were fixed regarding critical sections for punching shear checks from the old version. Models updated to the newer version are getting...
View ArticleSpecial Moment frame Stair case
Good Day,I am currently modelling a staircase supported by a moment frame and I have come across a strange occurrence. When I checked my column forces the axial forces seemed alright but the moments...
View ArticleSlenderness Ratio
Good day. I am having some trouble with my design of an office/warehouse. The model may have more issues than I'm aware of but for now my concern is with the designed sections. The steel sections that...
View ArticleSTAAD Design Sections
Good day. I am having some trouble with my design of an office/warehouse. The model may have more issues than I'm aware of but for now my concern is with the designed sections. The steel sections that...
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How to identify brace members in .std file
Hello,I am new to STAAD and I am trying to model a simple beam structure (square ).I want to check if I apply a load on it and check the stress value after simulation. If the stress value exceeds the...
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Shear Capacity of Deep Slab equal zero
I have been having issues when designing a deep transfer slab in RAM Concept. This issue revolves around the shear capacity of the slab at supprts. I have created a simplified model to try and get to...
View ArticleSOLIDS PROBLEM ( from AUTOCAD )
Hello - it's happend sometimes depend who is drawing but maybe someone can fix this or say why it is happendPlease check this file from Autocad . Building on rightIn illustration mode looks in other...
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Cant open an ISM repository
Im trying to open an ISM repository. I get the following error. I have tried to reinstall Staad with the install additional plugins checked.
View ArticleUser defined member tables for Builtup I and Tapered_I sections using Ram...
Some time ago, we created user tables of sections for BuiltupI and Tapered_I sections. Now, I can use these sections in design but am denied access to add new items to the tables. What could be...
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Staad Beava Question Regarding Custom Vehicles In Vehicle Database
HelloI am working on a load based on BS5400 for a bridge deck, the load is a HB vehicle, however the length between the axles (axle position 3) is not the usual 6, 11, 16,21 or 26mTherefore I tried...
View Articlestaad pro v8i series 6 student user license
I installed the staad pro software from my student portal using the university id, and now a few days later after installation the program does not allow me to create or open files. A colleague of...
View ArticleIBC Response Spectrum Analysis -- Reaction Question
I am currently working on an IBC 2012 project where I am using the response spectrum command to define the seismic loads. I am working on a 3-D model with three rows of columns in the direction of the...
View ArticleStaircase Analysis
Good Day,I have modeled a staircase in Staad using beam and plate elements, but I am unsure about the suitability of the model. My main issue I have relating to the model is whether or not the analysis...
View ArticleDynamic eccentricity for earthquake loading
Good Day,I have done a seismic analysis and noticed the following note:***NOTE: SEISMIC LOAD IS ACTING AT CENTER OF MASS FOR RIGID DIAPHRAGM. TORSION FROM STATIC ECCENTRICITY (esi) IS INCLUDED IN...
View ArticleAISC Direct Analysis With Notional Loads and IBC Seismic Modal Analysis
I have a project where I need to do an AISC Direct Analysis with notional loads. The geometry and seismic design category of the project are such that a modal response spectrum analysis is required by...
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RAM Concrete Unspecified Error WallAS3600
Morning All,I am attempting to design shear wall to AS 3600 in RAM Concrete and I keep getting an error message which states "Unspecified error" with the title bar stating "WallAS3600" (see...
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