Failure
sir, I have done a complete analysis on attached structure . after analysis, I find out that no maximum compression and tension stress is greater than the yield stress of steel . Is my structure is...
View ArticleRE: Problem with DFF command not check in steel design with STAAD Pro SS6...
(Please visit the site to view this file)I used the latest version 20.07.11.70. But i am getting the same result for deflection the last load case in the envelope is only listed in the unity check....
View ArticleProblem with DFF command not check in steel design with STAAD Pro SS6 built...
Please see STAAD input command below. I try to change DFF parameter in any value (not 0) but the result still show all member pass all code check.Please verify if I'm wrong...Best regard.STAAD...
View ArticleModeling the Analytical Model
What is the most CAD-like and easiest app to use to model the analytical model?I see a lot of engineers basically re-modeling the physical model using tools that do not benefit form things like...
View ArticleRE: asARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
Any structure can't be designed only for earthquake load. Earthquake load is one of the possible loading a structure may experience but that does not mean that structure will not experience the pure...
View ArticleRE: Failure
i think you are on leave sye .. otherwise you mostly replied me at 1.30 o,clock.
View ArticleRE: Cable Section Property
Hi Abrar, From the STAAD.Pro - File - Configure - Section Profile Table - Choose the AISCSectionsRCeco - Apply - Accept. Now open your model and assign a cable section property from the section...
View ArticleCable Section Property
Introduce me Abrar as lecturer Indonesia Institute and administrator of license academic of Staad.Pro.I have problem about Cable Section property. My students write the scription about Arch Bridge and...
View ArticleRE: Failure
If the compressive stress/tensile stress does not exceeds the yield stress, it does not justify that structure is still safe. If you follow the design code, then most of them suggest the designer to...
View ArticleRE: Spectrum Table
You have used the correct process. You should use the Custom option.
View ArticleModeling an elevator's wall
Hello Sir, I have two questions.1. What is the best element type to model and design a lift wall in STAAD.Pro per ACI 318 Code ? Surface or Plate ? 2. What is the difference in output results between a...
View ArticleRE: asARE THESE LOAD COMBINATIONS CORRECT AS PER IS 1893 IN STAAD PRO
Yes. The gravity loads with partial factor of safety 1.5 has been imposed by IS:145 -2000 and you can see that IS:1893 Part I has made this combination mandatory.
View ArticleRE: RAM SS - Response Spectrum Analysis according to AS1170.4
Seth, could you respond to my query on 06/05/2016
View ArticleRAM SS - Response Spectrum Analysis according to AS1170.4
Hi,I have 2 questions:1. If in the input for RSA we have Structural ductility, Structural performance, Importance factor then I presume scale X and Y shall be calculated automatically? So Scale x and y...
View ArticleRE: Storey Drift Calculation in Response Spectrum Analysis for STAAD Pro
In a Seismic analysis, we design a structure at Design Basis Earthquake (DBE) level considering the fact that the structure dissipates energy in inelastic deformation. Generally we perform a 1st order...
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