STAAD SPACE START JOB INFORMATION ENGINEER DATE 05-Dec-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 10 0 0; 3 0 5 0; 4 10 5 0; 5 0 0 10; 6 10 0 10; 7 0 5 10; 8 10 5 10; 9 1.66667 5 0; 10 3.33333 5 0; 11 5 5 0; 12 6…

I am getting an error when creating a new project in Staad Pro it reads. Can i get some help ?? This application encountered a fatal error and must exit. Error: A task's exceptions were not observed either by Waiting on the Task or accessing its exception…

I am getting the above mentioned error in the Staad Editor. Below is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 23-Jun-21 END JOB INFORMATION INPUT WIDTH 79 UNIT INCHES KN JOINT COORDINATES 1 0 0 0; 2 138 0 0; 3 300 0 0; 4 0 0 162; 5 138…

Dear Communities, Greetings! Find the attached updated model with a wide plate beam at a particular location (WPB 700x300x300.1 ). Also find the updated list of the section used in the model for your reference. Note:- Please ignore the utilization…

Hi Good day! I am having a problem with the printing of my Design Calculation Report, when it is already generating the design calculation report an error message pops out. See attached. Error Translation: >> Microsoft.NET Framework An…

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?

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…

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…

Hi, I'm using STAAD.Pro CE and when I run analysis of my structure I get the following error: 213. MEMBER 214. _GIRDERS 126 128 130 132 134 136 138 140 142 144 193 TO 240 257 TO 288 333 - 215. 334 TO 428 216. _BEAMS 29 TO 39 41 TO 43 52 TO 57 67 TO…

Receiving the following error when attempting to design project for concrete: Can anyone help? One Bigelow After Rebuild.std

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…

We have been trying to automate STAAD.Pro application through VB.NET coding. We need to run the STAAD.Pro application in the minimized window mode. Also, how can we handle STAAD.Pro warning message through VB.NET. Thanks in advance...

Dear Altruists, I am trying to design an Arched truss roof for an indoor stadium. Please observe my assigned specifications, parameters and other necessary aspects to give me proper suggestions to design it correctly. Also, I will be delighted if…

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?

Please anyone help me solve this error..

Hi all, I have a huge model set with proper set NL commands and such. Yet, the model returns an error- "Error Not enough memory for reactions." I have tried all my options and the error still shows up. Any way out? Regards Karthik

Hi there, I'm stuck with some warnings in my STAAD model. I've attached the STAAD file which is basically a simple SPACE model of steel frames supporting solar PV panels. The warnings are related to 'INSTABILITY' which I couldn't quiet figure…

I am new to staad pro. soy nuevo en esto, si la respuesta es en español, mucho mejor STAAD SPACE DXF IMPORT OF JOIST DE 9 MT.DXF START JOB INFORMATION ENGINEER DATE 23-May-16 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KG JOINT COORDINATES 416…

2678.Structure1.std

hi.. i designing conveyor gallery then it showing a (**WARNING - INSTABILITY AT JOINT 14 DIRECTION = FX) error

Hi, Currently I am using AISC 360-10, I assigned slenderness value 200 ( main 200) to members. some of the members are fail in slenderness but STAAD result shows "pass" could you please tell me why it happens ? please see attached snap below. …

Good day all. I'm having trouble proceeding with my analysis of a particular structure. STAAD keeps giving me this error. ***ERROR - AT JOINT 34 DIRECTION = MY PROBABLE CAUSE NEGATIVE DIAGONAL =>LDLT MTX K-MATRIX DIAG= 1.8446785E-02 L-MATRIX…

Hi, As the title implies, I am always getting an error in Staad Foundation (release 5.3) after I run the program via Staad (20.07.11.82). The error pops up anytime when I am using the program which then force close Staad.Foundation. How to solve this…