• COMPRESION DESING CODE LRFD

    Eduardo Maldonado Justo
    Eduardo Maldonado Justo
    Realicé el modelo de una torre de telecomunicación como normalmente lo hago, el problema es que me fallaban algunos elementos correspondientes a las piernas. Es por esto por lo que me puse a verificar que condición estaba haciendo fallar al elemento …
    • 2 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • Difference between CODE IS and RFLRFD line

    Nurfaiza Mat
    Nurfaiza Mat
    Applies To Product(s): SACS CONNECT Edition Version(s): All Area: Post Original Author: Rafael Lara CODE IS line is used to modify the resistance factors for tubular members…
    • 3 months ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower - Wiki
  • USA State DOT links

    MarcosBeier
    MarcosBeier
    Oct.14.2021:Work in progress. Links to US State DOT design manuals and standard drawings can be found in the table below. State Structures Design Manual Standard Plans Alabama link link Alaska …
    • 2 months ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Wiki
  • AASHTO LRFD 7th Edition

    Rosa Quinn
    Rosa Quinn
    Hello, community, I’m taking the SE exam in two weeks and got paranoid a few days ago about the AASHTO book edition. I have the 6th edition and it was sufficient for winging it on the PE structure. However, I’ve been reading that the SE am section has…
    • over 2 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • 20. Are ASCE7 - 2010 Wind loads ASD or LRFD in AutoPIPE

    Mike Dattilio
    Mike Dattilio
    Applies To Product(s): AutoPIPE, Version(s): ALL Area: Load Original Author: Bentley Technical Support Group Problem: Given ASCE 7-10 ultimate wind speed (say 115 mph instead of the 90 mph…
    • over 2 years ago
    • AutoPIPE
    • AutoPIPE Wiki
  • Parameters are not considered while performing tensile rupture strength as per AISC 360-10

    asif shaikh
    asif shaikh
    I was going through the staad output. In that while using WT sections, I came to know that axial tension rupture capacity is not multiplied with LRFD or ASD factors. Why is it so? For W sections its showing correct but for WT its not. abc.std
    • over 4 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • On which loads U factor is applied while proceeding Uncoupled Wind Turbine Process ?

    Guillaume Luria
    Guillaume Luria
    While proceeding with Uncoupled Wind Turbine Process, the strength analysis control file contains 3 factors: -G: gravity factor, applied on loads combinations included into seainp.partial file -E: environment factor applied on loads from both wave…
    • Answered
    • over 4 years ago
    • MAXSURF | MOSES | SACS | OpenWindPower
    • MAXSURF | MOSES | SACS | OpenWindPower Forum
  • LARS - LLDFs Causing Irregular Truck Positions & Moments

    Kody Oliver
    Kody Oliver
    Hello, I have a 73.5' simple span, rolled beam LARS V6.00.01.08 analysis that has varying LLDFs due to varying overhang widths at the supports. Using LRFD, I have input three ranges for both moment and shear. When looking at the output tables and…
    • over 5 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Checkcode for back-to-back channel section

    Khoi NGUYEN
    Khoi NGUYEN
    In our last version of Staad V8i, serie 6, version 20.07.11.82, we can't make a checkcode for back-to-back channel section. In older version, we used to make checkcode for these section without any problem. Do you have any solutions about that? Thanks…
    • Answered
    • over 6 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD Forum
  • LRFR Capacity of Braced, Compact, Non-Composite Section

    Matt_S
    Matt_S
    Member B02 in the attached file is a rolled steel floorbeam (W21x182) which qualifies as a braced, compact section. It is non-composite (no concrete deck). LARS uses the elastic moment capacity (Fy)(Sx) = 50 ksi x 417 in3 / 12 = 1737.5 k-ft to compute…
    • over 6 years ago
    • LARS | LEAP | OpenBridge | OpenTunnel | RM
    • LARS | LEAP | OpenBridge | OpenTunnel | RM Forum
  • Version Does Not Design Plate Girder

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • What is STIFF Parameter

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Buckling Analysis Fails

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: General Steel Design Solutions Original Author: Bentley Technical Support…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • CHECK CODE command for group

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: General Steel Design Solutions Original Author: Bentley Technical Support…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Beam complying with L/500 criteria

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: General Steel Design Solutions Original Author: Bentley Technical Support…
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Shear Stress Calculation

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Seeing multiple sets of Design in the same STAAD file

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • In Design, what is Ratio?

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Prismatic Properties for AISC ASD code

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • What does the term "dff" represent

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • Including Deflection Check as Criteria

    Modestas
    Modestas
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Steel Design Subarea: General Steel Design Solutions Original Author: Bentley Technical Support…
    • 6 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • KL/ry reported for a T shape

    priegel
    priegel
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • 5 months ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • What are the SSY and SSZ Parameters

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • KL/r Value for a Single Angle Member

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
  • What is the LX Parameter

    Steve Crabtree
    Steve Crabtree
    Applies To Product(s): STAAD.Pro Version(s): All Environment: N/A Area: Design Subarea: American Steel Design Original Author: Bentley Technical Support Group …
    • over 7 years ago
    • RAM | STAAD | ADINA
    • RAM | STAAD | ADINA Wiki
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