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Dear Expert, 1) I have a UB rafter with purlin space at 1020mm c/c) at location A, B, C, D & E respectively. 2) Fly brace only introduced at location B & D. 3) How to correctly define UNL length (BS5950) for member BC & CD as these members having…

Hi Everyone, I have a created a C# Console application and the Main method is supposed to carry out the following steps sequentially: 1. The OpenSTAAD instance is obtained. 2. The specified model (using the filepath) to be opened. 3. After the…

Eventhough set up in metric METER , KILONEWTON and set up force units in display options, still when i define properties in property page in metre when it is entered the value is converted to inches.pl help

Hi! The STAAD Editor of my model contains "STAAD.Pro Generated Comment" and below it is the previous node coordinates of node number 121 from my first revision of the model. The Analysis Output also contains the same comment. Where did the "STAAD.Pro…

While doing Concrete deign , Program design command not completed for whols structure, it terminates after 164 or 165th member design, while i check collegue system, it was closed at 200th number, Need suggestion STAAD SPACE CHP UDANKUDI START JOB…

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; 152 7609.76 14763.6 -1.061; 153 467.483 16072…

hi

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;…

Hello fellow team, I am experiencing some issue when running a model for analysis that contains sections created using Section Wizard. Before running I get these warning window/message: The analysis is then cut short because Staad.Pro could not…

Dear Sir, Our Project Requirement: 600’ x 200’ x 43’ PEB Warehouse We’ve taken a Model of 157’ x 200’ x 43’ for STAAD Analysis as a similitude model with EJ For the last 45 days, our design engineers have been carrying out the design work of the…

Hi Staad master sirs, I’m Trying with the Staad.pro model of a Rack system with Economic solutions - which consists of Hot Rolled Sections + Cold-Formed Steel sections, by using IS800 + IS801. My entire members are only supposed to be Designed as Hot…

How did know the exact coordinate of the partition wall?? please help me

Hi, Please help in identifying the Tapered Member profile used in Staad with respect to the Tapered MembNo: xxx appearing on the Analysis output. For Example, where we can see the tapered MembNo: 1970 shown below, in the actual staad model. Also…

Please, someone can help me. One error says *** ERROR *** ABOVE COMMAND IS NOT RECOGNIZED. LINE IGNORED. don't know what to do. RCD 4 Storey.std

BRAMP 05AUG22.std Can't find a solution to this problem. How to solve this? thank you.

Is there any way (such as programing cut lines into the input file/saving your cut lines) to not lose cut lines after making modifications to the model and re running the analysis? I found a post about this two years ago and I'm not sure if any enhancements…

Dear sir, why aisc 360-05 is not designing haunch members? file is attached.and as we are modeling portal frame in staad is it the correct way. and the coming warnings members with the same joint can be ignored. B013.std

Here is the full output file script and a screenshot showing the materials. I would really appreciate any help. I could also send the file itself if that would help. Thanks for you help!! **************************************************** * * *…

Hello, I have defined multiple parameters in order to check different load combinations for different groups as shown in the portion of the input file I pasted below. LOAD LIST 1101 TO 1104 1201 TO 1204 1301 TO 1320 1401 TO 1412 1501 TO 1504 - 1601…

sabbir ahmed -static - 07.05.22.std SOMEONE PLEASE REPLY, Calculation sheet is not available as design has failed, why it is showing ? sabbir ahmed -static - 07.05.22_foundation.xml

Dear sir, In my attached model I have given the tension only property to vertical bracing . But why this bracing is failing due to compression forces .there should be only tension forces in the bracing. auditorium FINAL ADD BR3 TRUSS STRT INCREASEN…

Please go through the file and reply ASAP. I am waiting.Please go through the file and reply ASAP. I am waiting. sabbir ahmed -static.std

How can i design a this kind of slab on staad pro, i'm still a new user of the software so please put some detail to help me.

As you can see here the wind load does not show on the rest of the Z+ building face i tried to play with the ranges but it does not work the part where it does not show is a cantilivar beam the left side of the photo down here

this is the code STAAD SPACE START JOB INFORMATION ENGINEER DATE 09-Apr-22 END JOB INFORMATION INPUT WIDTH 79 UNIT METER KN JOINT COORDINATES 1 0 0 0; 2 0 12.085 0; 3 -1.05865e-015 0 5.763; 5 -2.11729e-015 0 11.526; 7 -3.17594e-015 0 17.289; 8 -3…