Daniel Adeyemi Mechanical & Systems Engineer
Lagos, Nigeria
hello@danieladeyemi.engineer
+234 806 284 7319
PROJECT 04 — STRUCTURAL SUPPORT SYSTEM

Load, Distributed

Structural support and equipment platform for a Lagos processing facility.

LocationLagos, Nigeria
Year2023
DisciplineStructural / Mechanical
Key metric8.5 kN/m²
Elevated structural steel platform supporting processing equipment, Lagos.
THE PROBLEM

A processing facility needed to add a new generation of heavier equipment to its production floor, but the existing slab and support structure had never been rated for the additional load — and production couldn't stop long enough for a full structural rebuild.

SITE CONDITIONS
TERRAIN

Existing single-storey industrial building with a ground-bearing slab of unknown historical rating.

CLIMATE

Coastal Lagos humidity and salt exposure, a factor in the steel coating specification.

EXISTING INFRASTRUCTURE

Original 1990s structural steel, largely undocumented — no as-built drawings survived.

CONSTRAINTS

The elevated platform had to be built independent of the original slab, whose true load capacity could not be verified.

THE BRIEF

Provide an independent, code-compliant platform rated for the new equipment's full operating and dynamic load, without relying on the uncertain existing slab.

ENGINEERING APPROACH

Daniel designed a freestanding steel platform on its own isolated foundations, driven past the original slab to competent bearing soil. Bracing was sized for both the static equipment load and the dynamic loading from the equipment's operating cycle, with a safety factor well above code minimum given the unverifiable condition of the surrounding structure.

INTERACTIVE LOAD DIAGRAM

Design load, distributed to grade.

DESIGN LOAD — 8.5 kN/m² SPAN — 6.2 M COLUMN A COLUMN B COLUMN C
8.5 kN/m²Design load
1.5Safety factor
6.2 mStructural span
MATERIALS / COMPONENTS

Specification.

Primary steelGrade S355 structural sections
FoundationsIsolated pad footings to competent bearing soil
CoatingHot-dip galvanised + epoxy topcoat, coastal spec
DeckChecker-plate steel decking
Columns3, independent of original slab
Design load8.5 kN/m²
Safety factor1.5
IMPLEMENTATION

On site.

PROBLEM DURING IMPLEMENTATION

Excavation for Column B's footing hit a disused drainage culvert not shown on any available site record. The footing was repositioned 1.4 metres east and the beam layout adjusted on site, with the revised column position re-verified against the load case before pouring proceeded.

RESULT

Measured outcomes.

0Production days lost during installation
100%Load independent of original slab
1.5×Safety margin above code minimum
WHAT THE PROJECT TAUGHT ME

When a structure's history can't be verified, the safest and often cheapest answer is to stop relying on it — build independent, and let the old structure carry only what it already knows how to carry.