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  • What is the best way to model beam elements of different depths flush at the top, including plate elements?

    Hello. Please go through attached PowerPoint and then the below discussion will make more sense. I am using STAAD version 20.07.11.70. The main problem is: when modelling decks or bulkheads which include offset beam elements and plates attached to…

  • Missing Custom Section in Database File: RAM Elements

    We have been working on a model and needed to create a number of custom sections to do so. I created all of the custom sections on my machine and when I went to send them to my coworker, I couldn't find them. I believed the custom sections would…

  • Not a valid "Column base (CB)" joint

    I am attempting to assign and design gusset plate connections using Ram connection using data from a RSS model. When trying to assign a connection detail to a joint the error The joint composed by node "171" and members "120, 886" is not valid "Column…

  • Error in Analysis, but no error in output

    I'm using the latest update of STAAD.Pro CONNECT Edition (22.03.00.28) When I try to run the model, this happens: But when I check the output file, it is like this: After assessing the output file, the number of errors shown after analysis reflects…

  • UC Ratio problem

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

  • tension & compression flange utility ratio for built-up i-section

    Is there any option to get report for the tension & compression flange stress ratio of built-up I-section for the critical load cases.

  • RAM SS Frame | Seismic Drift Period of Structure

    We are following ASCE 7, AISC 360, and the Direct Analysis Method in the RAM Structural System to analyze a building with direct analysis method. In step 6, it mentioned "As stated previously, it is generally felt that the building period used in…

  • how to get the loadings details in report????

    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?

  • UC Ratio problem

    Actually i need all members UC Ratio values. How to get all values???? Please guys guide me New folder (2).rar

  • Microstran Elastic Critical Load Analysis

    Applies To Product(s): Microstran Version(s): V8i Environment: N/A Area: Analysis; Design Original Author: Richard Collins Why Does ECL Analysis Give Such…

  • Job opportunities in Qatar for engineers

    A prestigious public company in Qatar is hiring engineers : They urgently require the following professionals- MINIMUM 7 YEARS EXPERIENCE DESIGN DRAINAGE Foul Sewer Engineer Hydrologist Senior Planning Engineer Senior…

  • RAM Frame Joint Code Check

    I am attempting to use the Joint Code check functionality of RAM Frame, and am a bit confused about implemenation, so any help would be appreciated. From my readings of the Frame anlysis, and steel post-processor manuals/technical manuals, I though…

  • Re: staad pro v8i (20.07.09.31) issue

    dear Shany. thank you for answering question 1. for question 3. i can't share the staad file due to company regulation. i'm so sorry. but i can show you my study staad for stair tower. this staad represent my problems. i check using AISC…
    • study.zip

  • BETA ANGLE + SEISMIC DESIGN

    Good morning, I am facing a problem in the attribution of BEta angle. This property disappears when i am restarting the program and reopening the STD file. Is there any solution for keeping it ? Image 1: BETA=0degmage 2: Beta=90deg …

  • large rotational displacement

    When running the STAAD, the result shows everything is right,. Structure is stable, no warning. Displacements are limited. BUT, I get some funny numbers for rotational displacement e.g. 533 degree & sometimes more. I checked releases. I believe they…

  • [STAAD PRO] Ask : API code design parameter

    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…

  • RAM - Steel Column design won't run.

    I have set up a model in RAM. It is A steel frame sat on an RC base. I have run the data check and there are no errors or warnings. I have run the steel beam design and it has given me section sizes. However, every time I try to run the steel…
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