Structural Load Path Tracker
Visualize and trace load paths through building structures. Analyze gravity and lateral load distribution from roof to foundation with interactive diagrams and member force calculations.
Loading simulation...
Loading simulation, please waitStructural Load Path Tracker
Understanding how loads travel through a building from their point of application to the foundation is fundamental to structural engineering. This load path tracker helps engineers visualize and quantify load distribution through multi-story structures, supporting both gravity and lateral load analysis.
Load path analysis is essential during preliminary design to ensure structural continuity—that every load has a clear, uninterrupted route to the ground. Discontinuities in the load path are among the most common causes of structural failures during earthquakes and high wind events.
How Load Paths Work
A complete load path consists of a series of structural elements that work together to transfer loads:
| Load Type | Primary Path | Key Elements |
|---|---|---|
| Gravity (Dead + Live) | Vertical | Deck → Beams → Columns → Foundation → Soil |
| Lateral (Wind/Seismic) | Horizontal then Vertical | Diaphragm → Collectors → Lateral System → Foundation |
| Uplift | Vertical (tension) | Roof → Connections → Columns/Walls → Hold-downs → Foundation |
Gravity Load Path
For gravity loads, the path follows this sequence:
- Applied Loads - Dead loads (structure self-weight, finishes) and live loads (occupancy, equipment) act on floor/roof surfaces
- Deck/Slab - Distributes loads to supporting members based on tributary area
- Beams/Girders - Collect distributed loads and transfer as concentrated reactions
- Columns - Carry accumulated axial compression from all levels above
- Foundation - Spreads column loads to allowable soil bearing capacity
Lateral Load Path
Lateral systems vary by structural type:
Moment Frames: Beam-column connections resist lateral loads through bending. Base shear develops overturning moment at foundation level.
Braced Frames: Diagonal members carry lateral loads in axial tension/compression, providing high stiffness with smaller member sizes.
Shear Walls: In-plane shear resistance through concrete or masonry walls. Most efficient for low to mid-rise buildings.
Key Formulas and Concepts
Tributary Area Calculations
For interior columns with equal bay spacing:
- Tributary Width = Bay Width (both directions contribute)
- Tributary Area = Bay Width × Bay Depth
For exterior columns:
- Tributary Width = Bay Width / 2 (one-sided)
Member Forces
| Formula | Description | Variables |
|---|---|---|
| M_max = wL²/8 | Maximum bending moment for uniformly loaded simple beam | w = distributed load (kips/ft), L = span length (ft) |
| V_max = wL/2 | Maximum shear force at beam supports | w = distributed load (kips/ft), L = span length (ft) |
| P = (DL + LL) × Tributary Area × Stories | Column axial load accumulation | DL = dead load, LL = live load (psf) |
| V_base = Lateral Load × Height / 1000 | Simplified base shear calculation | Lateral load (plf), Height (ft), Result in kips |
How to Use This Calculator
This tool provides instant load path visualization for multi-story structures. Follow these steps:
Step 1: Configure Building Geometry
| Parameter | Options | Description |
|---|---|---|
| Stories | 1-4 | Number of floor levels including roof |
| Bays | 1-3 | Number of column-to-column spans |
| Bay Width | 10-50 ft | Horizontal distance between column centerlines |
| Story Height | 8-20 ft | Floor-to-floor vertical distance |
Step 2: Select Load Type
| Load Type | What It Shows | When to Use |
|---|---|---|
| Gravity Loads | Dead + live load distribution through beams and columns | Standard vertical load analysis |
| Lateral Loads | Wind or seismic force paths through lateral system | Evaluate lateral resistance |
| Combined | Both gravity and lateral simultaneously | Complete structural behavior |
Step 3: Enter Applied Loads
| Load | Typical Range | Code Reference |
|---|---|---|
| Dead Load | 60-150 psf | Structure self-weight, finishes, MEP |
| Live Load | 40-100 psf | ASCE 7-22 Table 4.3-1 by occupancy |
| Lateral Load | 100-2000 plf | Wind/seismic per ASCE 7-22 |
Step 4: Choose Structural System
| System | Best For | Load Path Behavior |
|---|---|---|
| Moment Frame | Open floor plans, architectural flexibility | Loads resisted through beam-column bending |
| Braced Frame | Maximum stiffness, economical members | Diagonal members carry axial forces |
| Shear Wall | Low-rise buildings, residential/hotel | In-plane shear through wall elements |
Step 5: Analyze Results
Review member forces in the summary table. Click "Animate Load Flow" to visualize how loads travel from application point to foundation.
Common Building Load Values
| Building Type | Dead Load (psf) | Live Load (psf) |
|---|---|---|
| Office | 80-100 | 50 |
| Residential | 60-80 | 40 |
| Retail | 80-100 | 75-100 |
| Parking | 80-100 | 40-50 |
| Industrial/Warehouse | 100-150 | 125-250 |
Practical Applications
Preliminary Design: Quickly estimate column sizes and beam depths based on load accumulation before detailed analysis.
Construction Sequencing: Understand which elements must be in place before others can be loaded.
Renovation Assessment: Evaluate whether existing structures can accommodate new loads or load paths.
Forensic Analysis: Trace load paths to identify potential failure points in distressed structures.
Important Limitations
This calculator provides simplified, tributary-based analysis suitable for:
- Preliminary design estimates
- Educational understanding
- Conceptual load path visualization
For final design, you must account for:
- Load combinations per ASCE 7
- Member capacity checks per material design codes
- Connection design
- Second-order effects (P-delta)
- Seismic design categories and response modification factors
Verification Log
| Claim/Data | Source | Status | Date Verified |
|---|---|---|---|
| Beam moment formula M = wL²/8 for simply supported beams | AISC Steel Construction Manual, 15th Edition, Table 3-23 | ✓ Verified | Jan 2026 |
| Tributary area method for column loads | IBC 2024 Section 1607.10 and ASCE 7-22 Section 4.7 | ✓ Verified | Jan 2026 |
| Live load values by occupancy (40-100 psf range) | ASCE 7-22 Table 4.3-1 Minimum Uniformly Distributed Live Loads | ✓ Verified | Jan 2026 |
| Moment frame, braced frame, shear wall lateral systems | IBC 2024 Chapter 16 and ASCE 7-22 Chapter 12 | ✓ Verified | Jan 2026 |
| Base shear distribution concepts | ASCE 7-22 Section 12.8 Equivalent Lateral Force Procedure | ✓ Verified | Jan 2026 |
References
- ASCE 7-22: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, 2022.
- IBC 2024: International Building Code, Chapter 16 - Structural Design. International Code Council, 2024.
- AISC Steel Construction Manual, 15th Edition. American Institute of Steel Construction, 2017.
- ACI 318-19: Building Code Requirements for Structural Concrete. American Concrete Institute, 2019.
This calculator is for educational and preliminary assessment purposes. All structural designs must be verified by a licensed Professional Engineer.
Written by Simulations4All Team
Related Simulations

Bridge Stress Simulator
Interactive truss bridge analyzer with 5 bridge types (Warren, Pratt, Howe, K-Truss, Custom). Calculate real member forces using Method of Joints, visualize tension/compression, identify zero-force members, and export analysis reports.
View Simulation
Truss Bridge Simulator - Interactive Structural Analysis
Interactive truss bridge simulator with drag-and-drop node placement. Build bridges or trusses using Warren, Pratt, Howe, and K-Truss presets. Apply loads and see real-time tension/compression analysis using Method of Joints solver.
View Simulation
Euler Column Buckling Calculator with Secant Method
Complete column buckling analysis with Euler, Johnson Parabola, and Secant methods. Calculate critical loads for eccentric loading, visualize buckling mode shapes (n=1,2,3), and explore different end conditions (K=0.5 to 2.0). Includes safety factor calculations per AISC standards.
View Simulation