need a help in assigning loads
hi everyone i have some doubts in assigning loads i will upload a structure finished up to assigning properties. could u please suggest me load act in this structure. mainly in stairs place how to...
View Articlehow to define connections(welded or bolted)
how to define welded joints and bolted joints. does bolted have moments, how to analyze the d shackle connection while lifting a skid, does there any moment
View ArticleWater tank Design
Good Day Everyone,I wish to analyze and design an underground cistern (tank) using STAAD Pro. However, I would like some advice as it relates to the supporting conditions for the base plate. Based on...
View ArticleShear Punching Actual vs Allowable in Combined Footings Staad Foundation Advance
I am confused about the Combined Footing Failing in Punching Shear when the Allowable is so much more than the Actual when it Passes.I do not get the calculation when it fails. Any suggestions
View ArticleRAM Connection designing with Chinese code in English
We are using RAM Connection to design a building in China. When we select the Chinese GB 50017 code both the design results and the connection pad are written in Chinese. How can we convert back to...
View ArticleLive load for Industrial Building
Dear sir,Is it required to impose alternate live load pattern for Industrial Building??the live load is 125psf. please help.
View ArticleSlenderness Consideration
How i find out the structure is slender without calculating KL/r. is it possible to find it directly from staad??is it needed to design the beam with second order analysis??
View ArticleBasement Wall Support
Hello,Please see attached image. As shown is a portion of a 9-storey building modeled in STAAD with 1-level basement. I don't want to model the basement wall which is along the perimeter so i came up...
View ArticleSTAAD PRO LICENSE
Dear Staad Pro User,I am in sort of doubt that am i using original licensed software or not .../how to find it that my software is licensed one or not???How can buy original licensed software and what...
View Articlestorey drift in response spectrum
Regarding storey drift in response spectrum I have gone through suggestion made in communities but still i am not getting the storey drift in my model, So plz help me on this matter.
View ArticleNew Material in Staad (glass)
Engineers i need help. I need to put a new materials in staad, glass actually. Do you have sample pls. post. and step by step how to do that.
View ArticleInternal Error in AdvancedNodeList()
I am getting this error when I try and run the steel and column module??? Can I send you my model to see if you can find the issue?
View ArticleProduct Structure basic question
HiIs there are tree diagram or similar showing the structure of the Structural applications. We are large users of them and there is general confusion in naming applications when discussing them,...
View ArticleHow to apply ENSH 1 parameter ?
Hi am geethanjali. i was designing a hostel building using staad and found warnings . so please suggest a way to overcome the warning, beam to depth ratio is less than 2.5 and wind forces are ignored.
View ArticleHow does staad measure beam to beam and slab to slab distance vertically?
How does staad measure beam to beam and slab to slab distance from b/w different floors?
View ArticleCan't Install STAAD.Pro Software
Hello Sir, I have Downloaded the STAAD.Pro Software having configuration of 32 bit. When I click on the file it shows the error that "Extracting file error.It may be due to the low memory...
View ArticleInstability at Column on Cantilever Beam
I have a round HHS column sitting on a cantilevered W section. The W section is cantilevered off of a concrete column. The building is mostly steel framing with one masonry core and steel braced...
View ArticleFrame Analysis Using Prismatic Members
(Please visit the site to view this file)I am performing a frame analysis and need to use circular steel prismatic members as beam sections. When I perform the analysis, the result I get is that the...
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