Illustrative case study based on a typical engagement. Client details are withheld and figures are indicative. Replace this article with your own project when ready.
The brief
An owner planning a single-storey warehouse had received a structural design that appeared conservative. They asked for an independent review before tendering.
Our approach
- Reviewed the design basis — loads, crane provisions, wind and seismic parameters — against the applicable Indian Standards.
- Compared a conventional RCC frame with a pre-engineered steel option for the required clear spans.
- Re-assessed foundation sizes using the soil investigation report rather than assumed values.
- Checked constructability and erection sequence with our construction team.
Outcome
- A recommended framing system with lower steel and concrete quantities, documented in a design review report.
- Foundations resized to the measured soil capacity, with safety margins maintained.
- Tender drawings and BOQ issued on the revised design.
Read our guide to pre-engineered steel vs RCC, or ask for a design review.
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