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.

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Structural Load Path Tracker

Verified Content
Engineering principles verified against IBC 2024 and ASCE 7-22 requirements

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 TypePrimary PathKey Elements
Gravity (Dead + Live)VerticalDeck → Beams → Columns → Foundation → Soil
Lateral (Wind/Seismic)Horizontal then VerticalDiaphragm → Collectors → Lateral System → Foundation
UpliftVertical (tension)Roof → Connections → Columns/Walls → Hold-downs → Foundation

Gravity Load Path

For gravity loads, the path follows this sequence:

  1. Applied Loads - Dead loads (structure self-weight, finishes) and live loads (occupancy, equipment) act on floor/roof surfaces
  2. Deck/Slab - Distributes loads to supporting members based on tributary area
  3. Beams/Girders - Collect distributed loads and transfer as concentrated reactions
  4. Columns - Carry accumulated axial compression from all levels above
  5. 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

FormulaDescriptionVariables
M_max = wL²/8Maximum bending moment for uniformly loaded simple beamw = distributed load (kips/ft), L = span length (ft)
V_max = wL/2Maximum shear force at beam supportsw = distributed load (kips/ft), L = span length (ft)
P = (DL + LL) × Tributary Area × StoriesColumn axial load accumulationDL = dead load, LL = live load (psf)
V_base = Lateral Load × Height / 1000Simplified base shear calculationLateral 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

ParameterOptionsDescription
Stories1-4Number of floor levels including roof
Bays1-3Number of column-to-column spans
Bay Width10-50 ftHorizontal distance between column centerlines
Story Height8-20 ftFloor-to-floor vertical distance

Step 2: Select Load Type

Load TypeWhat It ShowsWhen to Use
Gravity LoadsDead + live load distribution through beams and columnsStandard vertical load analysis
Lateral LoadsWind or seismic force paths through lateral systemEvaluate lateral resistance
CombinedBoth gravity and lateral simultaneouslyComplete structural behavior

Step 3: Enter Applied Loads

LoadTypical RangeCode Reference
Dead Load60-150 psfStructure self-weight, finishes, MEP
Live Load40-100 psfASCE 7-22 Table 4.3-1 by occupancy
Lateral Load100-2000 plfWind/seismic per ASCE 7-22

Step 4: Choose Structural System

SystemBest ForLoad Path Behavior
Moment FrameOpen floor plans, architectural flexibilityLoads resisted through beam-column bending
Braced FrameMaximum stiffness, economical membersDiagonal members carry axial forces
Shear WallLow-rise buildings, residential/hotelIn-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 TypeDead Load (psf)Live Load (psf)
Office80-10050
Residential60-8040
Retail80-10075-100
Parking80-10040-50
Industrial/Warehouse100-150125-250

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/DataSourceStatusDate Verified
Beam moment formula M = wL²/8 for simply supported beamsAISC Steel Construction Manual, 15th Edition, Table 3-23✓ VerifiedJan 2026
Tributary area method for column loadsIBC 2024 Section 1607.10 and ASCE 7-22 Section 4.7✓ VerifiedJan 2026
Live load values by occupancy (40-100 psf range)ASCE 7-22 Table 4.3-1 Minimum Uniformly Distributed Live Loads✓ VerifiedJan 2026
Moment frame, braced frame, shear wall lateral systemsIBC 2024 Chapter 16 and ASCE 7-22 Chapter 12✓ VerifiedJan 2026
Base shear distribution conceptsASCE 7-22 Section 12.8 Equivalent Lateral Force Procedure✓ VerifiedJan 2026

References

  1. ASCE 7-22: Minimum Design Loads and Associated Criteria for Buildings and Other Structures. American Society of Civil Engineers, 2022.
  2. IBC 2024: International Building Code, Chapter 16 - Structural Design. International Code Council, 2024.
  3. AISC Steel Construction Manual, 15th Edition. American Institute of Steel Construction, 2017.
  4. 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

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