Structural analysis and design
Reinforced concrete and steel framed structures modelled and designed for gravity, wind and seismic load combinations.
Engineering Consultancy Service
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Consultancy & Design
Analysis, design and independent review of reinforced concrete and steel structures, with seismic detailing appropriate to Nepal's hazard exposure.
Overview
In Nepal the structural question is never only whether a frame carries its load. It is how the frame behaves when the ground moves, whether the detailing at the joints will actually deliver the ductility the analysis assumes, and whether what is drawn can be placed by the crew who will be tying the steel.
Our structural work covers new design, independent design review and assessment of existing buildings. We model in ETABS, SAP2000 and SAFE, detail to the Nepal National Building Code, and pay particular attention to the beam-column joints, confinement and lap positions where seismic performance is genuinely decided.
Scope
Every element below is covered as standard. Anything outside it is quoted separately and agreed before we begin.
Reinforced concrete and steel framed structures modelled and designed for gravity, wind and seismic load combinations.
Ductile detailing of joints, confinement zones, lap and anchorage lengths, with drawings that show the reinforcement as it must actually be placed.
Isolated, combined, raft and pile foundations designed against the geotechnical report, including settlement and uplift checks.
Verification of another engineer's model, load path, member sizing and detailing, with findings ranked by structural consequence.
Survey of existing buildings covering visible distress, cover and carbonation, member capacity and seismic vulnerability.
Jacketing, bracing, shear wall insertion and foundation strengthening options priced against one another so the decision is commercial as well as technical.
Our Approach
01
An elegant model with poor joint detailing is a hazard. We spend disproportionate effort on the detail sheets, because that is what gets built.
02
We check congestion at beam-column junctions before issue. If bars cannot physically be placed, the drawing is wrong regardless of what the model says.
03
You receive the ETABS or SAFE file itself. No consultant should be able to hold your project hostage through file ownership.
Questions
If yours is not answered here, call us — the conversation is free and usually short.
+977 1 4538 720Related
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