I am using a square section by TATA STRACTRA one on top of another.

STAAD SPACE START JOB INFORMATION ENGINEER DATE 30-Nov-22 END JOB INFORMATION INPUT WIDTH 79 UNIT MMS KN JOINT COORDINATES 55 468.544 16072.7 192.577; 73 507.061 16072.7 -1.061; 107 358.857 16072.7 356.735; 151 7030.99 14763.7 2911.01; 152 7609.76 14763…

PR-1_24072022.STD I applied Moment along Mx direction. due to that i found rotational displacement with large amount. Also note i have specie as Truss. Attached model for reference. if any mistake by me please suggest.

How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?

Dear sir, Base shear gets by staad model is coming 269KN which is not matching with etab model (base shear 500kn) prepared by consultant.Also lateral displacement on siesmic cases is more in etab model than staad model.Can you explain why staad model…

How do I change Mton/Cm to Kn/m

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…

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

I have designed a steel structure in Staad pro, No errors are found but in output file some members are getting failed. I dont have any ideas in passing those members. If I change section of those members other members are getting failed. please sort…

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

Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…

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…

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

Gents, today i'm working on pipe/tubular section in my model. to check the ratio in analysis, i'm using API code, but for non tubular section, i use AISC 9th Ed. however, i have some question regarding API code. (i use STAAD Pro v8i SELECT 4 20…

Hello I am using Staad Pro v8i. I am designing a building with multiple frames and bays. I have added point loads at each node for every floor. After running fine for 2-3 times; Staad modifies the input file in such a way that the same load is applied…

Hi, I have a truss analyzed by hand in accordance with AISC 9th edition. When done in STAAD.ProV8i, I'm getting odd results. Everything matches up to the Fa calculations. I used E2-1 from the AISC manual and double checked many times but what I get…

Section 5.20.3 states that "f 1 (Depth of section at start node) should always be greater than f 3 (Depth of section at end node)." In the model I am working in, it makes more sense for me to define my members from left to right which results in some…

dear staad master. i'm new member in here. i love this forum because i can find the answers about lots of my own problem with staad besides reading technical manual reference from staad. now i'm working with (maybe) the latest patch released from…

Hello, I am new to STAAD Pro and am pursuing a project on seismic design. I want to know whether I can have a simulation of the seismic design that I have created in STAAD Pro. The version is v8i. Moreover, I would like to know if STAAD Pro can help…

I've created a shape of a wide flange with a plate welded on top in the section wizard. I've imported it into STAAD and assigned it to the necessary members. STAAD analyzes it just fine, but when I close the file and reopen it, STAAD does not recognize…

Can someone kindly tell me the difference between these two commands CODE AISC UNIFIED 2010 METHOD LRFD & CODE LRFD Why I get different utilization values? What version of the code the program would be using if i just specifies CODE…

Hi, While doing steel design as per IS:800-2007 using STAAD V8i, I face the following issue. 1. FYLD and FU values I assign for a member is not designing. It shows a message that given value is not corrrect. 2. If I dont assign any value, it…