Hi, Can u explain anyone What is the meaning of REFORM 1 KGEOM 1 in non linear cable analysis what if i keep 0 instead of 1 " REFORM 1 KGEOM 0" Thanks in advance

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…

Dear Team I am working with the Staad model for buckling analysis . The buckling load factor is given by the staad after the analysis , wanted to understand the how to manually check the Buckling load factor using Critical Euler equation . I have manually…

I have mention envelope (serviceability) as load list in parameter design, but the result in UC Tables only show 1 Load Combination. Anyone have problem like me?

Hello Everyone For a while, I was using an Advanced Concrete Design (RCDC) for the design of a solid slab. Today I tried to learn the RAM concept for the slab designs but I saw a design of strips that had never seen before (When I was using RCDC and…

Hello Everyone. I create a dummy beam with density=0 and E=0 (Figure.1) then I assign the beam (Figure.2) then Staad Error occurs( ***ERROR*** MATERIAL NAME MUST NOT CONTAIN ANY BLANK SPACE )(Figure.3), What is the solution?

How to create a cantilever slab without beams in the Physical modeler in STAAD connect edition?

How to rectify this failure known as 'Detailing failure' in RCDC

How do I change Mton/Cm to Kn/m

Dear sir, In attached stad file .I am applying the dead load 2kn/m2 as floor load. 1.somewhere i am attaching two secondary beams with primary beams with the same node.is this load distributed all over the area same as 2kn/m2 or where i am having…

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

I am analysing an RCC box girder for which some peculiar tapered sections have to be created. I created a tapered rectangular section in AutoCAD 2014. I used polyline to create the 2D and then extruded it to make it a solid 3D section. Now when I import…

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?

Hello, I built a simple truss model in Staad pro V8i. I am wondering whether there is a way to extract elemental stiffness matrix in global coordinate? I can access global stiffness matrix by enter SET PRINT STFFINESS in the basic solver. Is there any…

As per the title, how do I get Staad to analyse a connection as a pinned joint?

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…

Hello As part of my project I had been going through some examples as shown on the verification manual of Staad Pro v8i and version 2007. However, I been having issues with some of the examples as some do not show the full detail of calculation description…

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…

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…

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…

Join us for our Free seminar this Friday July 19th. Click Here for login information and a full description of Insider Skills. This weeks Topics: Wind Load Generation Floor Loading Options Seismic Load Generation Custom Section User…

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…

There has been a new QA&R posting of STAAD.Pro V8i SELECTSeries 1 (build 20.07.06.35) on the Bentley SELECT server that addresses a number of issues which were not addressed in build 20.07.06.34 released on 18th March 2010. The additional issues addressed…