RAM Concrete beam not being loaded by slab
In RAM Concrete, I have a concrete beam that is loaded uniformly by a one-way slab, running perpendicular to the beam. However, the loading I get is less than expected. The shear diagram looks like a...
View ArticleRE: Isolated Footing Design (Service Load)
You did not indicate the magnitude of the reaction nor the allowable capacity of the soil, so we can't really answer. A service combination of 1.0 D + 1.0 L is certainly a reasonable load combination...
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RE: Wind load on SP 20.13330.2011
Hi Rajat Please find attached a simple model and the same implemented in a Russian software for Structural design (Scad). I guess that you don’t have Scad so I attach some screenshots of the software...
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RE: Isolated Footing Design (Service Load)
You can simply create un-factored load combinations (with primary DL, LL, Wind Loads, Seismic loads) in STAAD.Pro it self. While you are importing these loads, make sure that they are considered as...
View ArticleIsolated Footing Design (Service Load)
after designing a structure, i exported my file to staad foundation. all load combinations were exported. I created a new load combination Dead Load + Live Load to be my only Service Load, the others...
View ArticleRE: Query about ratio parameter
Yes, ratio gives you a value of the specific equations from the code, i.e. eq. 6.9 (Ned/Nc.rd).
View ArticleRE: Design of Stainless steel structure according to EUROCODE
1) An enhancement request #538081 was created. The product management team will consider the possibility to implement this code in the upcoming STAAD.Pro versions. 2) You can run the code checks as per...
View ArticleRE: Wind load on SP 20.13330.2011
Please find the attached Word document which you may find useful to understand how STAAD applies a wind load as per Russian codes.(Please visit the site to view this file)
View ArticleRE: Stainless Steel Design
Please follow the the same discussion thread where your query has been answered.
View ArticleStainless Steel Design
Are there any plans to include "Specification for the Design of Cold-Formed Stainless Steel Structural Members" in STAAD? If not, let me be the first to suggest that you do so. Thanks.
View ArticleQuery about ratio parameter
In design according to EN 1993-1-1:2005How ratio is obtained?Tech Reff. File quotes that"prints the ratio of the actual stresses to allowable stresses for the critical condition. Normally a value of...
View ArticleRE: Design of Stainless steel structure according to EUROCODE
Ok Let's hope that request will proceed soon. Thank You.
View ArticleDesign of Stainless steel structure according to EUROCODE
Is it possible to design stainless steel structure according to EUROCODE in STAAD?Since current version we are using is STAAD SS6 (20.07.11.70) which supports design according to EN 1993-1-1:2005 &...
View ArticleRE: modify the reports staad pro
If you are asking whether reports in STAAD.Pro can be generated in Spanish or not, the answer is, it is not possible as of now.
View ArticleRE: Anybody have troubles with Staad Pro designing Bridge?
Please let us know details of what you need help with and we will assist. If it helps, there is an example ( EXAMP12.STD ) on moving load generation inside the software installation folder C:\SProV8i...
View ArticleAnybody have troubles with Staad Pro designing Bridge?
I have some troubles with movings loads, i recently downloaded LEAP, i kind a new with LEAP I prefer STAAD Pro to my analysis, anybody could with me a hand?
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