Steel_Design_Optimizing_M_Intermediate_1_AISC_360-16.STD Steel_Design_Optimizing_M_Intermediate_1._IS800-2007 LSD.STD Why I am getting "Fail" results after using optimization process of commands?; even selecting Ratio 0.9 initially, e.g look into…

SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…

Hi All, When creating a prototype model in the structure wizard I am unable to transfer this model into my Staad.pro connect file. Once I have created the prototype, the first box comes up saying would you like to merge this prototype into Staad…

Hello, Is it possible to model a plate girder where the bottom tapers at the end of the beam while the top stays level? See below picture for reference

Dear Gents , kindly find the attached file for a lattice column , my question is how to assign the K value for each column OF THE LATTICE COLUMN (because it's separate in staad ) assuming the k value "FOR THE COMBINED COLUMNS" is calculated using…

May I know how to model Flat Bar in Staad Pro? I got a "Design not performed for User General Sections" warning after trying to insert the section using User Table. Thank you.

why if i want to get detailed steel design report I can't see the designed member name on deflection check part at steel design report

I s there any way in Staad pro to design slim floor beam SFB where the Slab floor rests on the lower flange

good day, i tried designing a simply supported steel beam on staad pro using the same loading but i tried different Dmax UB 533X210X138 = Utilization ratio= 0.9852117 UB 457X191X161 = Utilization ratio = 0.75 isn't the lower steel section supposed…

I'm using the latest update of STAAD.Pro CONNECT Edition (22.03.00.28) When I try to run the model, this happens: But when I check the output file, it is like this: After assessing the output file, the number of errors shown after analysis reflects…

Good day my fellow staad users. I am currently designing a steel portal on staad pro. i noticed that when i use the select command, it selects larger section than when i use my hand to design it myself.using BS 5950 2000 for example rafter size manual…

Dear sir, Kindly guide me how we can build a pre engineering beam as composite beam in stad pro?

Hello all, I am working on a structural analysis for an existing structure where I've needed to model ST6 I 15.9 members (AISC-360, 7th Edition). Because this a very uncommon section that is not in the Section Database, I've instead added it through the…

I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

I have designed a steel structures in staad pro. I have some doubts in below 1. I'm getting an error in member designed failed, how to resolve it. 2. In output, Some of my members gets failed and some gets pass how to resolve it and how to optimize…

Hello, I am working on a clod formed structure and using IS801 in Staad Version 22010039. As in older version it is very easy to create any section by modification of section data base to perform analysis through IS801. But it take lot of time to…

warehouse.zip wind calculation also in that folder.... try to fix this probem guys

Dear sir, I am doing a design calculation for cat ladder using solid plates and round bar .But it is not giving me results with utilization ratio?how i can design it.Kindly suggest me method for these profile.stad file is attached. CAT LADDR.std

We are facing the following warning in designed steel structure as per IS 800:2007(WSD). ***WARNING: THE VALUE OF MOMENT AMPLIFICATION FACTORS KY OR KZ IS GREATER THAN 1.4" Kindly suggest the removal process.

Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…

Buenas tardes compañeros, tengo una duda, utilizo staad.pro, para diseño de naves industriales, entrepisos, torres para tanques elevados, al igual que construcciones en concreto armado y todo con su respectiva zapata aislada o combinada, con análisis…

Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std

Hello, I am designing a post base support which I modeled in STAAD. It's something like posts sitting on HSS's which are connected to two parallel channels. Please see below. I am getting some torsion as low as 3 kip-in in the HSS but all the beam passes…

I have got my report, but there is no loading details like dead load, Wind loads and all... In report settings i have added Loadings, but its not showing.... Wt to do???? i want to see other load details. How to get that details?

Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar