Steel Stair Design Based on AISC-ASD 9th

Must read

Steel Structure Warehouse

3D House Modeling on Revit

2D Plans of Commercial Area

Civil Engineering Materials
Civil Engineering Materialshttps://civilmat.com
I’m Haseeb, a civil engineer and silver medalist graduate from BZU with a focus on structural engineering. Passionate about designing safe, efficient, and sustainable structures, I share insights, research, and practical knowledge to help engineers and students strengthen their technical foundation and professional growth.

The Allowable Stress Design (AISC-ASD) 9th Edition provides detailed provisions for designing steel stair systems that are safe and long-lasting while complying with code requirements. This Excel sheet automates the design of steel stair components including stringers, treads, risers, and landings under typical occupancy live loads and self-weight.

Steel Stair Design Components

A structural steel stair consists of several elements that must each be sized and checked:

  • Stringers: The inclined beams that carry the treads. Typically W-shapes, channels, or plates, stringers must be checked for bending, shear, and deflection.
  • Treads: The horizontal walking surfaces. Plate treads or grating panels are checked for bending between stringers.
  • Landings: Flat intermediate platforms, designed as beams or plates spanning between stringers or support framing.
  • Connections: Weld or bolt connections at the top and bottom supports must transfer both vertical load and horizontal thrust.

Design Loads Applied

Per AISC-ASD 9th Edition and applicable building codes:

  • Live load: 100 psf (4.8 kN/m²) for public assembly stairs; 60 psf (2.9 kN/m²) for private residential stairs
  • Dead load: Self-weight of steel sections plus any architectural finishes
  • Concentrated load check: 300 lb (1.33 kN) point load at mid-span of treads

AISC-ASD 9th Edition Design Method

The allowable stress design approach checks that calculated stresses under service loads do not exceed the code-defined allowable values:

  • Allowable bending stress Fb = 0.66Fy for compact sections (typical W-shapes)
  • Allowable shear stress Fv = 0.40Fy
  • Deflection limit: L/360 under live load for treads and L/240 for stringers

Download Excel Sheet

Modern Context: ASD 9th vs LRFD for Stair Design

Although LRFD (Load and Resistance Factor Design) is now the dominant design method in the United States for structural steel, the AISC-ASD 9th Edition remains relevant for renovation projects, facilities with existing ASD-based documentation, and some international jurisdictions. This Excel sheet provides a compliant and transparent design workflow for engineers who need to work within the ASD 9th framework.

See also  Weld Capacity of Eccentric Connection Based on AISC-ASD 9th Edition

Have Feedback?

Feel free to drop your comments below. I usually reply within 8 to 24 hours.

More articles

LEAVE A REPLY

Please enter your comment!
Please enter your name here
Captcha verification failed!
CAPTCHA user score failed. Please contact us!

Latest article

spot_img