Case Study: How Piping Technology Cut Material Costs and Lead Times for $40+ Billion Semiconductor Plant

Read Case Study

Request A Quote

Contact Us

Background

A leading semiconductor manufacturer undertook the construction of a $40+ billion advanced fabrication facility, requiring extensive large-bore piping systems ranging from NPS 20” to 64”. Early in the project lifecycle, pipe support design and procurement quickly emerged as a critical path constraint, threatening both schedule and cost performance.

Piping Technology & Products (PT&P) was engaged to provide integrated engineering support, including pipe stress analysis, support redesign, and constructability improvements. The objective was clear: streamline execution, reduce costs, and accelerate delivery timelines while ensuring full compliance with ASME code requirements.


The Challenge

The project faced several compounding challenges that stalled progress:

  • Overspecified Support Designs
    Pipe supports were engineered far above actual operating loads (3–60 kips), increasing steel usage, fabrication complexity, and field welding requirements.
  • Incomplete and Inconsistent Design Inputs
    Missing node data, incomplete models, and conflicting drawings created uncertainty, preventing confident support selection and procurement.
  • Dependency on Pipe Stress Validation
    Without validated stress analysis, support loads and configurations could not be finalized, creating a bottleneck across multiple systems.
  • Extended Lead Times Impacting Construction
    Procurement lead times of 14–20 weeks combined with unresolved engineering issues posed a direct risk to installation sequencing and project completion.

The Solution

PT&P implemented a comprehensive engineering and field support strategy to overcome these challenges and restore project momentum.

Reverse Engineering & Pipe Stress Analysis

With incomplete inputs, PT&P reconstructed piping system models to establish a reliable design basis:

  • Extracted geometry directly from the client’s Revit BIM model
  • Reconciled discrepancies between isometric and mechanical drawings
  • Developed CAESAR II models for ASME-compliant pipe stress analysis
  • Established accurate loads, displacements, and support reactions

This process eliminated design ambiguity and enabled informed decision-making.

Load-Based Support Redesign

Using validated stress data, PT&P transitioned from conservative assumptions to load-driven design:

  • Replaced overdesigned welded supports with clamp-on pipe shoes
  • Sized supports based on actual operating loads
  • Reduced field welding and hot work by approximately 90%
  • Lowered material usage and fabrication complexity

This redesign directly addressed unnecessary cost drivers and improved efficiency.

Design Optimization & Constructability

To ensure a buildable and efficient solution:

  • Optimized support geometry for tight pipe rack constraints
  • Standardized designs to improve manufacturability
  • Integrated neoprene isolation to mitigate vibration and pipe interaction
  • Delivered fully validated, stress-backed support configurations

These improvements enhanced constructability and enabled smoother installation execution.

Field Execution & Engineering Support

PT&P extended support beyond design into active field involvement:

  • Conducted daily walkdowns to verify installation and fit-up
  • Identified and resolved misalignment issues early
  • Ensured installation aligned with engineering intent
  • Accelerated approval and system handover processes

This hands-on approach minimized rework and kept the project on track.


Results

The integrated engineering and field strategy delivered measurable improvements:

  • Reduced procurement lead times from 14–20 weeks to approximately 6 weeks
  • Lowered material costs by eliminating overspecification and excess steel
  • Improved constructability by minimizing field welding and simplifying installation
  • Accelerated project schedule and enabled on-time commissioning
  • Unblocked engineering progress through validated stress analysis and model reconstruction
Top