Bentley Communities
Bentley Communities
  • Site
  • User
  • Site
  • Search
  • User
RAM | STAAD | ADINA
  • Product Communities
RAM | STAAD | ADINA
RAM | STAAD | ADINA Wiki Serviceability and Strength check for the same load combination
    • Sign In
    • -RAM | STAAD | ADINA Wiki
      • +ADINA
      • +iTwin Analytical Synchronizer_
      • +Structural Analysis Support Solutions
      • +RAM Concept
      • +RAM Connection
      • +RAM Elements
      • +RAM SBeam
      • +RAM Structural System
      • -STAAD.Pro
        • +Revision History
        • -STAAD.Pro Support Solutions
          • STAAD.Pro Safety Related Features
          • -Analytical Modeling workflow
            • +STAAD.Pro Analysis Solutions
            • -STAAD.Pro Design Solutions
              • +STAAD.Pro Aluminum Design
              • +STAAD.Pro Concrete Design
              • +STAAD.Pro General Design Solutions
              • -STAAD.Pro Steel Design
                • -American Steel Design Codes AISC
                  • **WARNING- THE AXIAL COMPRESSIVE STRESS EXCEEDS THE EULER STRESS FOR MEMBER X EQN. AISC H1-1 CANNOT BE CHECKED PROPERLY.
                  • 2 Similar Members One Passes, the Other Fails
                  • 3D Bridge Truss Code
                  • Automatic calculation of effective length factors Ky and Kz in STAAD.Pro
                  • Axial Compression Capacity Per AISC 360-10 Code.
                  • AXIS parameter not available in AISC 360 Unified code
                  • Beams Passing Deflection Criteria
                  • Can I design non-American steel sections using the AISC design codes in STAAD.Pro ?
                  • Changing the Yield Strength of Steel
                  • Changing units for design as per AISC 360-10 code
                  • Checking Deflection in Both Axes
                  • Checking Story Drift of Floors
                  • Checking the Drift of a Column/Frame Beam
                  • Compression capacity of an I-shaped steel section (Non Slender Flange and Non- Slender Web)
                  • Defining Column Unbraced Length
                  • Design output for a Tube section per the AISC ASD code indicates an SY and SZ substantially different from AISC publication
                  • Difference between AISC 9th ed. and 360-05/10
                  • Different AISC steel design codes and commands to invoke each
                  • Different results for the AISC 360-05 code in older and newer versions
                  • How to design a non standard cold formed section in STAAD.Pro
                  • I Am Designing a Beam As Per AISC 360-16 Code. How Do I Specify The Unbraced Length For Lateral-Torsional Buckling (LTB)?
                  • In Design, what is Ratio?
                  • Increasing NSF does not change the Failure Ratio
                  • KL/r Value for a Single Angle Member
                  • KL/ry calculations for a double angle
                  • KL/ry reported for a T shape
                  • My Model Includes Steel Design As Per AISC 360-16. Why Is It That When I Go Into Post Processing I Only See Results For Some Of The Members?
                  • No Evidence of Composite Beam Design
                  • Printing Section Displacements for Members
                  • Prismatic Properties for AISC ASD code
                  • Seeing multiple sets of Design in the same STAAD file
                  • Serviceability and Strength check for the same load combination
                  • Shear Stress Calculation
                  • Specifying ASD as the Design Method
                  • STAAD is considering both primary load cases and load combinations for design. How do I instruct the program to only consider load combinations?
                  • STAAD.Pro AISC ASD Design Output explained
                  • STAAD.Pro Design Output for AISC LRFD - Detailed explanation
                  • STAAD.Pro Verification Documents for AISC 360
                  • Steel Design Output Indicates a Slenderness Failure
                  • Strength/Serviceability check in design
                  • Tell STAAD which load combination to check
                  • Tension Slenderness as per AISC 360-2016
                  • This version does not design prismatic sections
                  • This Version Does Not Design Tapered Pole Sections
                  • Torsion Design of Member # Not Possible
                  • UNL Parameter for the AISC ASD and LRFD codes
                  • Unsupported Length for Top Flange Compression
                  • Using STAAD.Pro with LRFD 3rd Edition
                  • Value of E for Member NNN Does not Seem Right
                  • Version Does Not Design Plate Girder
                  • Viewing results for multiple design parameter blocks
                  • What are the SSY and SSZ Parameters
                  • What Calculations are Performed for the AISC Code Check
                  • What code is used for designing cold-formed steel, and what sections can be designed using this code?
                  • What do the following parameters mean?
                  • What does the term "dff" represent
                  • What does this warning mean? **WARNING- Castellated beam 7 has force/moment in FX, FZ, MX and My direction. It cannot be designed
                  • +What is STIFF Parameter
                  • What is the LX Parameter
                  • When Designing Steel Members As Per AISC Unified Code, How Do I Specify The Flexural Unbraced Length For the Members In My Model?
                  • When I change the yield and/or ultimate strength of steel using FY and/or FU in the material definition, there is no effect on the steel design results.
                  • Why is it that when I change the yield strength ratio of steel using Ry in the material definition it is not reflected in the AISC 341 seismic design checks?
                  • Will STAAD.Pro implement AISI 2016 edition
                • +API 2A-WSD 21st Edition
                • +British Steel Design code BS 5950-1:2000
                • +Canadian Steel Code S16
                • +European Steel Design code EN 1993-1-1-2005 (EC3)
                • +General Steel Design Solutions
                • +Indian Steel Design codes IS 800
                • +Verification Problems for Steel Design Codes
              • +STAAD.Pro Timber Design
            • +STAAD.Pro General Solutions
            • +STAAD.Pro Import/Export Solutions
            • +STAAD.Pro Modeling Solutions
          • +Building Planner workflow
          • +Connection Design workflow
          • +Physical Modeling workflow
          • +Piping workflow
          • +Postprocessing workflow
          • +Steel AutoDrafter workflow
        • +STAAD.Pro OpenSTAAD
        • +(+) Archived Wikis
        • +STAAD.Pro - Known Issues
        • +STAAD.Pro Download/Installation/Performance/Security
        • +STAAD.Pro Licensing Solutions
        • +STAAD.Pro Webinars/Videos/Events
      • +STAAD Foundation Advanced
      • +STAAD Advanced Concrete Design (RCDC)
      • +STAAD.building
      • +STAAD RCDC FE
      • +Scenario Services
      • +STAAD.offshore
      • +Limcon
      • +Microstran
      • +MStower
      • +Structural Dashboard
      • +Structural WorkSuite
    • +RAM | STAAD Learning Resources
    • Simplifications to Bentley's Engineering Simulation Software Licenses

     
     Questions about this article, topic, or product? Click here. 

    Serviceability and Strength check for the same load combination

    Applies To
    Product(s): STAAD.Pro
    Version(s): ALL
    Environment: ALL
    Area: Steel Design
    Subarea: American Design Codes
    Original Author: Sye Chakraborty, Bentley Technical Support Group

     

    Can I do serviceability and strength check for the same load combination ?

     

    Yes you can do that. You need to create two separate load combinations each comprising of same load cases combined with the same combination factors. Subsequently define two load envelopes and label one of these load combinations as serviceability and other as strength. Henceforth ask for a design using both envelopes using the LOAD LIST ENV command.

     

    An example is provided next

    …

    LOAD 1 DEAD LOAD

    MEMBER LOAD

    1 UNI Y -0.75

    LOAD 2 LIVE LOAD

    MEMBER LOAD

    1 UNI Y -0.45

    LOAD COMB 3 SERVICE LOAD

    1 1.0 2 1.0

    LOAD COMB 4 STRENGTH LOAD

    1 1.0 2 1.0

    PERFORM ANALYSIS

    UNIT INCHES KIP

    DEFINE ENVELOPE

    3 ENVELOPE 1 TYPE SERVICEABILITY

    4 ENVELOPE 2 TYPE STRENGTH

    END DEFINE ENVELOPE

    LOAD LIST ENV 1 2

    PARAMETER 1

    CODE AISC UNIFIED 2005

    METHOD ASD

    DFF 240 ALL

    FYLD 50 ALL

    UNT 140 ALL

    UNB 140 ALL

    TRACK 1 ALL

    CHECK CODE ALL

    FINISH

     

    The software would then check the members for deflection considering load combination 3 ( or serviceability load envelope 1 ) and check the members for strength considering load combination 4 ( or strength load envelope 2 ) as part of the same code check.

    You may also find the following wiki useful

    https://communities.bentley.com/products/ram-staad/w/structural_analysis_and_design__wiki/20793/strength-serviceability-check-in-design

    • same load cases
    • same load cases in serviceability and strength envelopes
    • check deflection and strength for same load case
    • strength and serviceability check for same load
    • envelope
    • strength and serviceability
    • Share
    • History
    • More
    • Cancel
    • Sye Created by Bentley Colleague Sye
    • When: Mon, Sep 14 2015 2:37 PM
    • Modestas Last revision by Bentley Colleague Modestas
    • When: Fri, Apr 28 2023 3:50 AM
    • Revisions: 9
    • Comments: 1
    Recommended
    Related
    Communities
    • Home
    • Getting Started
    • Community Central
    • Products
    • Support
    • Secure File Upload
    • Feedback
    Support and Services
    • Home
    • Product Support
    • Downloads
    • Subscription Services Portal
    Training and Learning
    • Home
    • About Bentley Institute
    • My Learning History
    • Reference Books
    Social Media
    •    LinkedIn
    •    Facebook
    •    Twitter
    •    YouTube
    •    RSS Feed
    •    Email

    © 2023 Bentley Systems, Incorporated  |  Contact Us  |  Privacy |  Terms of Use  |  Cookies