DURING THE ANALYSIS OF MY STAAD PRO STRUCTURE I FOUND ERROR IN DESIGN MOMENT.NOW I WANT TO REDUCE THE DESIGN MOMENT AND DON' T NO HOW .

I'm designing this RC beam bridge per AASHTO LRFD specifications. It is designed for HL-93. I have created my model but everytime I run my analysis, I keep getting the subject error message. I am fairly new to STAAD so I've no clue what am I doing wrong…

I was trying to export a STAAD V8i S4 model through ISM and it all seemed to work very well until I sent the output dgn file out to be imported into Prosteel V8i S3 (my own license) and there was a message saying to check on the installation of the ISM…

Hello. I am analyzing a building of 6 stories. But the support reactions are too high in case of seismic analysis (combination of 1.2(DL+LL+ EL)), and so I can't go with pile design(as per demand). So, MLA NEW ANALYSIS.std I will be very grateful if someone…

I'm trying to change the reference point for all of my beam elements so the start and end nodes are all commonly oriented. I would like to do this without the rotations of my members (beta angles). Can this be done?

Hello everyone! I would like to ask if I can create my own connections in STAAD's RAM Connection. Is there a way that I can create predefined connections to which the user is only limited to use? I wanted to align the choices of connections to our…

Hello, I was wondering if any can help me with my STAAD model. I have all the nodes and beams in, I have release the joints that need to be release. I am having troubles with instability at joints and I have tried everything to fix. Can some…

I am creating a model where a specific set of supports is active for specific set of load cases, but then other support points are active for a select portion of those load cases. Is there a way to do this without creating separate models? It appears…

HELLO and peace be upon you guys. I got a problem on running the RAM concept . the STAAD pro i used cannot run the RAM. can anybody assist me to fix the issues thank you

Hi Everyone, can i ask you question.. I have a project, it is design a platform for water intake pump. The questions is: 1. Is it input for my model correct? 2. I can't find amplitude from pump specification, is it 24840 (kg) - 20700 (kg) = 4140…

I have completed a "Run Analysis" on a Staad model having the following support condition shown attachd. The Staad output gave the following: **WARNING-Tension/Compression did not converge after 25 iterations. What actions do I need to take in preparing…

Hi, I recently just started using staad and this error message " NO LOADING DEFINED FOR UBC LOAD. RUN TERMINATED." is shown. Can you suggest some solutions? Thank you! :) This is the output file. STAAD SPACE DXF IMPORT OF ERXNEWEST.DXF START JOB…

用ssdd加了地震荷载后，文件无法再用staad打开，打开时staad总是未响应。我是得重新做一个模型吗？

请问设计钢筋混凝土结构时，是不是基本工况算完要配筋，然后再用ssdd加地震荷载？

Dear Sir, I am doing a RC structural design. In my design, I don't want the beam to take any torsion moment, so I release the Mx for all the beam. My question are: 1. Is it the correct way to release moment Mx if I do not want to design the beam…

Sir, I am a structural designer in Oil Field equipment. I design land oil rigs. I have couple of doubts. The entire Mast section is manufactured in segments due to transport constraint and assembled at site by use of PIN joints. How do I model this…

Due at releasing moments in both ends I am getting instability in joints, plus if the moment is being released at both ends the member will have zero degree of freedom. Can anybody share a model with released moment in cross bracings.

dear all, i have completed my analyses process & design process too now i want to detail the beams & column, so for detailing which data i have to conseeder of rcc design in staad pro

Hi, I really need help. I am trying to design an open warehouse made of steel truss roof and column. I keep on getting joint instability on one of my support. I don't know if what I did was right in my modelling process. Should I separate the design…

Hello, If user do not set parameter of CT value from ASCE 7-05 Table 12.8-2, how did STAAD.Pro V8i come up the value of parameter CT? Figure below is the user input. Figure below is the output result. Please let me know it. Regards…

Hello Everyone I have been designing a lifting beam as shown in photo attached for lifting but there is some errors regarding indtability. Could anyone please review my staad file and help me. Thanks in Advance. Lifting Beam.std

I have used sections from user table for modelling. Now is it necessary to create individual tapered members where the purlins are being placed or is there any other options?