STAAD SPACE START JOB INFORMATION ENGINEER DATE 19-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 12 14700 6850 0; 13 19450 6850 0; 14 27450 6850 0; 15 30101 6850 0; 16 14700 6850 4200; 17 19450 6850 4200; 18 27450 6850 4200;…

PEB warehouse structures Please, solve We have been trying to build a PEB staad.pro model of a warehouse for the past several days. We have set up all the IS standards of property and loading settings we know. However, the economic conclusion…

Hello! I would just like to ask I am working on a big model like 25m by 180m and upon running the analysis, it stopped at RUN BY LOAD CASE or something. So I took a part out and removed some plates and turned all braces into truss members. It…

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…

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

Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…

Hi guys. I am a new user in staad. I tried modeling my file but i can't run it as a whole. Can someone give me tips on how to model this on my staad? at the same time, i am trying to analyze it part by part, but can't seem quite to run it due to instability…

Hello, I am working on STAAD.Pro V8i and I can read in the help manual, for the Japanese codes 2005 steel design that the equation for the Allowable bending moment stress correction factor C is written: C=1.75 - 1.05 (M2/M1) + 0.3 (M2/M1)^2 I am…

Does the area of steel always remains less for a truss model than I beam to support a structure.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 29-Nov-17 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 11 0 2.58901 0.620001; 12 3.15799 2.86476 0.620001; 13 1.57899 2.72689 0.620001; 14 1.57899 0 0.620001; 15 1.18549 2.69252 0.620001;…

Hi In my STAAD.Pro output result the volume of concrete and steel is not there. Please help me. Thanku

I am modeling a structure with W sections, and am using A992 steel for it. Staad automatically assigns steel to have the values for A36 steel. How can I assign properties to members so that they have the Fy and Fu of A992 steel?

Hi everyone! I am analysing a Channel section according to Eurocode 3 and I am finding it hard to understand how Staad calculates the critical Moment (Mcr) The critical moment I get from the program is different from the one I get from "Annex F of…

Hi everyone! Where can I find the expression for the parameters "FCZ", "FTZ", "FCY", and "FTY" in AISC ASD regulation? Thanks!

Hi I am performing a code check against EC3 and have specified the TRACK parameter as 2.0 i.e. to output detailed results. I see these results in the output file but there does not seem to be any way to include them in a report. If I select Steel Design…

AISC has recently come out in support of IFC as the preferred method for model data exchange (Reference "The New AISC Interoperability Strategy"; Modern Steel Construction, November 2011). Will IFC be interoperable with ISM? How does Bentley plan to…

Hi, I'm modeling a structure that consists of a series of concrete columns spreaded on the perimeter of a rectangular shape building, and attached to a channel concrete caps that running on top of perimeter columns, then the channel beam is connected…

Let me first say I am no Staad expert...but I'm trying to learn. I have a wind frame that is concrete up to a certain height and steel up the roof. Is it possible to model this and analyze the combined frame all at once in Staad? If so could you please…

Hello everyone, I'm new to structural analysis and design using STAAD Pro. I've been using staad for last 6 months or so. So much to learn eh! I'm somewhat okay with concrete but know nothing about steel, I mean in staad. I'm trying to analyse and…

I have a number of beam in my model and when i run a unity check some fail by different "clauses" Below are all the list clauses that i am coming up with. clause h1/2 clause h3 clause g clause e2 Does anyone know where i can find a definition…