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  • HI, everyone can anybody help me to create frame for storge oil tank without support (fixed, pinned, foundation,.............etc), because we have crane carry up this frame, so weight of the model will go above cuz crane, need strong designer to solve...

    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;…

  • RAM Frame and NBCC 2015 4.1.8.11 4)

    Hi, Based on NBCC 2015 4.1.8.11 4) single storey buildings with steel or wood deck as diaphragms can have a higher fundamental period compared to 4.1.8.11 3) as seen in the snap below. However, in the current RAM frame the Ta is only based on clause…

  • RAM Elements Learning Resources

    RAM Elements is a finite element-based general analysis program with an integrated design toolkit. In RAM Elements, you can design complex three dimensional structures or individual structural components. In the RAM Elements main application, a model…

  • Regarding Lx parameter value.

    How to give the design parameter of Lx(lateral torsional buckling) For column member. In my case, The column height is 12m, Minor axis direction tied at each 3m. But major axis direction not tied. What is the Lx parameter value?

  • Does anyone know how can we model HSS with uneven width in RAM Elements?

    I'm trying to model HSS with different widths at its end. But I do not have any idea how to model it in RAM Elements. If anyone has a solution for this, please let me know. Thank you in advance. A section like this.

  • how can i eliminate this warning **WARNING: TENSION/COMPRESSION REQUESTED IN SAME RUN THAT INCLUDES A DYNAMIC ANALYSIS. and even after considering the Z direction in Response spectrum analysis i am not getting Z direction values

    PEB.RESPONSE SPECTRUM ANALYSIS.std

  • 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…

  • Mton/Cm to Kn/m

    How do I change Mton/Cm to Kn/m

  • SIG Virtual Workshop: STAAD - Modeling Finite Elements

    SIG Workshop: STAAD - Modeling Finite Elements Presenter: Sabrina Tedeschi, Application Engineer, Structural, Bentley Systems, Inc. Date/Time: May 21, 2020 1:00 P.M. EDT Register Now During this STAAD Special Interest Group virtual workshop…

  • Problem modelling plates on top of beams for elevated steel water tank

    I am trying to model a Elevated steel water tank with bracing for analysis in STAAD.Pro. While modelling the structure I've encountered a problem and would like your help. The problem is: While the beam offset works perfectly for modelling a beam…

  • UC Ratio problem

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

  • Eurocode with German NA

    Hello, Currently, I am using STAAD pro Connect edition's latest version. Following are question mainly targeting of RCC and Steel structure design in STAAD Pro and in other Bentley tools per Eurocode with German N ational Annex (NA). 1. Can…

  • COMPOSITE DECK

    Dear sir, I designed a structure by using both method.in first method i deaigned it by composite beam method.and in second method i do it with composite deck.but by using composite beams giving lower utilization ratio than composite deck method.can…

  • 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.

  • vibration check

    Dear sir , Kindly give me direction how I can check the deflection for the specific beams.stad file and drawing is attached.consultant want vibration check for specific beam.thanks. PDF STORE.std2.std

  • 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

  • Barras armadas comprimidas Grupo IV y V

    Hola; Necesito saber si es posible generar barras según las define el reglamento CIRSOC 301, como Itipo Grupo IV y Grupo V en RAM, como se ven en la imagen del link. https://www.google.com.ar/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&ved=2ahUKEwjp8…

  • Bi-axial bending and torsion EC3

    Hello everyone, I have a question about the bi-axial bending and torsion calculations in StaadPro based on EC3. I designed a beam (RHS) subjected to bi-axial bending and torsion. I am comparing my hand calculations with Staad pro unity check but…

  • Unity ratio displayed for only one member when designed as per AISC 360-16

    Product: STAAD.pro First Affected Version: 21.00.02.30 Found in Version: 21.00.02.30 Fixed and Released in Version: 21.03.00.146 Area: Steel Design Issue #: 873409 Problem Description…

  • User Input Cb33 Ignored

    Applies To Product: Ram Elements First Affected Version: 14.00.00.240 Found in Version: 14.00.01.08 Fixed in Version: Environment: All Area: Design Severity: High …

  • Design parameters not being considered in steel design

    Applies To Product(s): STAAD.Pro Version(s): ALL Environment: ALL Area: Steel Design Subarea: General Steel Design Solutions Original Author: Sye Chakraborty, Bentley…

  • 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…
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