RE: Does the Staad Foundation Advanced version 7.2 work with Windows 7...
With the machines that are available today the memory requirement for SFA is never an issue. Just for the records, 512 MB minimum, 2 GB recommended. More memory almost always improves performance,...
View ArticleRE: Does the Staad Foundation Advanced version 7.2 work with Windows 7...
Wrote this up ... just for future referencecommunities.bentley.com/.../26596.hardware-requirements-for-staad-foundation-advanced
View ArticleDoes the Staad Foundation Advanced version 7.2 work with Windows 7 (32-bit)...
I have a doubt if the Staad Foundation Advanced version 7.2 works with Windows 7 (32-bit) operating systemWhat are the minimum requirements to install this software?Thanks in advanced
View ArticleRE: Master Slave command
What you get from STAAD.Pro is the elastic deflection and you need to apply the Cd/Ie factor on top of it to get the design drift as outlined in ASCE. Now instead of multiplying the elastic...
View ArticleRE: Master Slave command
A wiki for future reference communities.bentley.com/.../26597.story-drift-check-in-staad-pro-as-per-asce7
View ArticleRE: Problem while designing in staad pro.
Guess you have assigned PRismatic Properties to columns and Material was defined as CONCRETE . If its' true, then MEMber PROPerties AMERIACN and MEMB PROP INDIAN do not make any different. However, you...
View ArticleRE: Support reaction and beam end results do not match
I did create the model with your specification. Input and output are compressed and attached.See the total applied loads (188.493 KN) is opposite and equal to total support Reactions (47.12x4 KN).If I...
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RE: Problem while designing in staad pro.
This is not a problem in STAAD – rather, note (b) of clause 26.5.3.1 is followed in this case.In this case, STAAD determines the total cross-sectional area to be larger than that required to support...
View ArticleProblem while designing in staad pro.
I am using Indian code but after giving property when i check in staad editor it is showing American Property.As per IS456 minimum percentage of steel reinforcement for column is 0.8 % but in design...
View ArticleRE: Support reaction and beam end results do not match
(Please visit the site to view this file)[quote user="BM"]I did create the model with your specification. Input and output are compressed and attached.See the total applied loads (188.493 KN) is...
View ArticleRE: Support reaction and beam end results do not match
Of course it's appears to be different as you introduced Joint loads and OFFSETS. These were not stated in your initial statement which was as follows;"I need held regarding the following:Model...
View ArticleRE: Support reaction and beam end results do not match
Ohh sorry.. Ignore the simple line model, the main is the meshed plate one.. Observe the support reactions vis a vis the beam end force results at the supported nodes (node 1 and 2) they do not match.....
View ArticleRE: ** ERROR : PROBLEM PROCESSING SURFACE INCIDENCE
The model has been modified with SET DIV 4 command. The openings are modified in such a fashion that it is not extended to the boundary of the surface. There are beam-plate connectivity issues that...
View Article** ERROR : PROBLEM PROCESSING SURFACE INCIDENCE
Hi, I have modeled RC wall attached to steel structure. When analysis, I got error on problem processing surface with nos of incidence. I attached the model. Can someone assist me in this....
View ArticleRE: Seismic analysis
You have tried to go for Steel design for concrete members. I have created two different sets of design commands. The modified model has been attached.(Please visit the site to view this file)
View ArticleRE: Motion Calculations in Staad.Offshore
Hi, please muse over it, I hope it will help ... asfort.org/calculate-sea-transportation-structural-steel-module
View ArticleMotion Calculations in Staad.Offshore
Hi,I am trying to figure out the equations used to generate motion accelerations in Staad.Offshore.Take for example, using the "without gravity/tilt option", in obtaining Ax, Ay, Az, what does all the...
View ArticleRE: Support reaction and beam end results do not match
In your model, there are two parts, (1) beam with slab (2) only beam. Now, in the second model the beam end force matches with that of the support reaction. But is the first model, the member end force...
View ArticleRE: Support reaction and beam end results do not match
Not happening I reduced the plate thickness to 150mm, still end force and support reaction differ.
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