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Case Study · 26-1790.00 · 2026

DOP Properties

A 1920 heavy-timber roof survived a century — then hail and wind started a ten-month chain that ended in collapse. TCE traced every link.

Little Rock, AR · Retained Engineer · Policyholder Counsel

ForensicHail & Collapse
6,948 SF historic bldg
DOP Properties

The Problem

A partial structural collapse ten months after a hail-and-wind event invites the easy defense: rot, age, wear-and-tear. Proving the storm started the failure chain required physical evidence, not narrative.

What TCE Did

  • Documented the collapsed girder truss member-by-member against its intact twin — clean cross-grain tension fractures, no decay, no water-staining history
  • Built the causation chain: hail-fractured cap sheets, wind-breached flashing, water-saturated timber, dead-load increase, collapse
  • Anchored the pre-loss baseline with a 20-year historical aerial record and three wind models
Structure1920 heavy timber + multi-wythe brick
EventsStorm Apr 2025 → collapse Jan 2026
Hail energy≈534 lbf localized impact force
Aerials18 ticks, 2005–2025
Deliverable32-page SDER + appendices

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