AISC 360-22 Steel Beam-Column Calculation Spreadsheet (Excel)
What's Included
The AISC 360-22 Steel Beam-Column Calculation Spreadsheet (Excel) is a professional engineering tool developed for structural engineers who design, assess, or retrofit steel members subjected to combined axial compression and bending.
This spreadsheet provides a clear, transparent, and auditable calculation workflow fully aligned with AISC 360-22, significantly reducing manual calculation time while maintaining engineering accuracy.
It is suitable for both new steel structure design and existing structure evaluation, including corroded members and strengthened (built-up) sections.
Product Description
Product Overview
This AISC 360-22 Steel Beam-Column Calculation Spreadsheet is an Excel-based engineering tool for verifying steel members subjected to combined axial compression and bending. It follows AISC 360-22 Chapter H, including beam-column interaction equations, corrosion assessment, strengthening (built-up sections), and stepped member evaluation. The spreadsheet is suitable for new design, structural assessment, and retrofit of steel structures.
Key Applications
This spreadsheet can be used for:
Steel beam-column design under combined axial load and bending
AISC beam-column interaction verification (Chapter H)
Structural assessment of existing steel members
Corrosion damage evaluation and section loss checks
Steel column and beam strengthening (retrofit design)
Analysis of stepped (non-prismatic) columns and beams
Industrial buildings, steel frames, and renovation projects
Spreadsheet Structure & Features
1. User Guide
Step-by-step instructions for using the spreadsheet
Explanation of calculation logic and assumptions
References to relevant AISC 360-22 provisions
Suitable for junior, intermediate, and senior engineers
2. Analysis Sheet
Input axial force (Pu) and biaxial bending moments (Mux, Muy)
Define member length and boundary conditions
Determine effective length factors (K)
Calculate moment gradient factor (Cb)
Provides design parameters for strength verification
3. Design Sheet (Core Calculation Module)
The main design spreadsheet includes five calculation stages:
(1) Design Inputs
Steel section selection (W-shapes)
Material properties
LRFD design parameters
(2) Load Effects & Stability Checks
Axial force and bending moments
Slenderness evaluation
Global stability verification
(3) Original Member Strength
Compression strength (Pn)
Flexural strength (Mn)
Beam-column interaction checks using:
AISC 360-22 Eq. H1-1a
AISC 360-22 Eq. H1-1b
Automatic PASS / FAIL results
(4) Corroded Member Evaluation
Simulation of section loss due to corrosion
Automatic reduction of:
Cross-sectional area
Section properties
Re-check of strength and interaction limits
(5) Strengthened (Built-Up) Member Design
Verification of members after strengthening
Direct comparison between original and strengthened capacity
Clear assessment of retrofit effectiveness
4. Built-Up Section Strengthening Options
The spreadsheet supports common steel strengthening configurations:
I-shape with cover plates
I-shape with WT sections
I-shape with channel sections
Automatically calculates:
Composite section properties
Neutral axis location
Moment of inertia
Updated axial and flexural strength
5. Stepped (Non-Prismatic) Members
Stepped Columns
Modified effective length factor (K)
Suitable for columns with varying cross-sections
Stepped Beams
Modified moment gradient factor (Cb)
Accurate evaluation of variable-section beams
Ideal for industrial structures and retrofit projects.
6. Integrated Steel Section Database
Built-in AISC steel section databases (v16.0 & v16.0H)
Eliminates manual data entry
Reduces calculation errors
Ensures consistency with AISC standards
Design Methodology
This spreadsheet strictly follows AISC 360-22, including:
Axial compression strength checks
Flexural strength checks
Beam-column interaction verification
Slenderness and stability limits
LRFD resistance factors
Direct comparison of φPn / φMn vs Pu / Mu
All calculations are transparent, traceable, and suitable for design reports, peer review, and structural audits.
Typical Workflow
Review the User Guide
Input loads and geometry in the Analysis sheet
Select steel section and material in the Design sheet
Evaluate:
Original member
Corroded member (if applicable)
Strengthened member (if required)
Export results for calculation reports and assessments
Who Should Use This Spreadsheet?
Structural Engineers
Steel Design Consultants
Structural Assessment Engineers
Retrofit and Rehabilitation Specialists
Engineers working under AISC / US-based design codes
Why Choose This Spreadsheet?
✔ Saves significant engineering time
✔ Reduces risk of calculation errors
✔ Suitable for both new design and existing structures
✔ Covers corrosion assessment and strengthening design
✔ Fully editable and customizable
✔ Professional tool for internal engineering workflows
This is not just an Excel file — it is a practical, engineer-developed steel calculation spreadsheet.
Deliverables
Excel file: AISC 360-22 Steel Beam-Column Calculation Spreadsheet
User Guide worksheet included
Instant digital download after purchase
Important Notes
Engineering judgment is required when applying results
The user is responsible for verifying input data and assumptions
This spreadsheet is intended as a design and verification tool, not a replacement for professional engineering responsibility
FAQ
How do you check beam-column interaction in AISC 360-22?
Answer:
Beam-column interaction is checked using AISC 360-22 Chapter H equations H1-1a and H1-1b, comparing applied axial force and moments with available strength.
Can it be used for stepped columns or beams?
Answer:
Yes. The spreadsheet applies modified effective length factors (K) and moment gradient factors (Cb) for stepped or non-prismatic steel members.
Can this spreadsheet evaluate existing or corroded steel members?
Answer:
Yes. The spreadsheet includes a corrosion module that reduces section properties and re-checks axial and flexural strength based on section loss.
Does this spreadsheet follow AISC 360-22?
Answer:
Yes. All calculations are based on AISC 360-22, including beam-column interaction equations (H1-1a and H1-1b) and LRFD strength checks.


