Plate no in Plate Center Stress Table (STAAD) is in descent order.
Hi,Plate no in Plate Center Stress Table (STAAD) is in descent order. How to chance the plate no back to ascent order?Thanks,STAAD123
View ArticleHow staad foundation advanced deal with seismic load of the foundation itself...
When doing the foudation overtuning check, how does the program deal with the seismic load from foundation itself? I couldn't find any option to specify seimsic parameters. I am assuming we need to...
View ArticleLiMCON Forces sign convention
Hi,I could not find solved example files of manual in .lmc format. Also would like to know the sign conventions of input forces. Could not find sign convention in manual.Only axial compression clarify...
View ArticleSTAAD Connect - moving loads scroll
Hello,In previous versions of STAAD, you could hover your mouse over the load cases box and use your mouse scroll wheel to "animate" the moving load across the member - it was a nice easy way to see...
View Articleportal frame sway calculation within Staad
Hi Please can someone provide an example for portal frame sway calculations/ analysis within staad pro. it will be immensely nice if calcs relate to EC 3.thanks.
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Diaphragm connection to frame: High to Low Roof
Hi,I was hoping that someone could provide some insight as to why I am having an issue with RAM Frame recognizing a braced frame when the diaphragm is assigned as pseudo-flexible, specifically when the...
View ArticleCompatibility of Old Version Files to newer/latest version of STAAD.Pro
Good day to All!I understand that the STAAD.Pro has several versions released way back 2007. I just would like to know if an old STAAD.Pro file created from an older version will run in a newer or the...
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Staad editor corrupting staad file
Everytime I make an edit in STaad file, the editor add some extra character before the the first line ( STAAD SPACE to STAAD SPACE). I am struggling with this problem since yesterday, reinstalled...
View ArticleMs Tower software
Hi,I have one question on Ms Tower software. How can i create 60 degree angle steel in section library, Ms tower?Can you please explain me how to create it?Appreciated for your reply.Thanks BRHENG
View Articlehello, how can i get rid of so many warning eg: reinforcement % exceeds...
warning message : section fails while designing and reinforcement % exceeds max limit
View ArticleRAM Foundation - Pile shear capacity
The input for pile capacities (Axial, Tension, and Shear) are unfactored. However the shear capacity appears to be checking against the factored shear in the pile. Is this correct? If so, can someone...
View ArticleMy staad files shows warnings regarding section failure and suggest the most...
what should be the axial load that governs the footing design of this building.communities.bentley.com/.../SAIF-BUILDING-MALIK.std
View Articlewhen I analysis the mate foundation using staad foundation, the moments of...
when I analysis the mate foundation using staad foundation, the moments of mate/grade beam is found to be very large that it is around 50000 KNm, which is really unexpected result. Please suggest me...
View ArticleDFF ,LY DESIGN
dEAR sIR KINDLY DESIGN THESE BEAMS WITH BS5950 CODE.THERE ARE 4 BEAMS BRACED WITH PIPE SUPPORTS.DEFFLECTION CRIETERIA=SPAN/360IM TRYING TO GET DEFFLECTION RESULT IN DESIGN OUTPUT BUT IM UNABLE.PLZ...
View ArticleMStower software - 222G linear ancillaries calculations
Hi,Can anybody help on below query about 'Gh' multiplication factor for lattice towers as per ANSI/TIA-222G calculations.I can able to see the 'Gh' multiplication factor in body wind & large...
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basic question about Staad pro or Ram
I am new using Staad pro and Ram.I have a question about how I can do a mathematical model of a beam using a discretization.I mean, I want to analyze this beam (figure), I want to model as an area...
View ArticleCondition of assigning elastic and plate mat to footings
Dear n respected all I have a confusion between elastic and plate mat while defining spring constant to the mat footing. I have read the technical manual references of STAAD and came across with some...
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Truss Member Length.
1. While designing truss what would be the Lz & Ly parameter. Please add any reference on behalf of the answer. Thank YouAhsanul Kabir..
View ArticleMy Staad file shows more warnings. Suggest to reduce warnings and tell me how...
communities.bentley.com/.../4572.SAIF-BUILDING-MALIK.std
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