Sheet 00, cover2026

Engineering Africa,
drawing by drawing.

A working Q&A forum for consulting engineers across the continent. Mentorship, research, and live sessions follow once the community proves out. Four features, drafted with care, shipping in sequence.

Locales
EN, FR, PT, AR
Disciplines
12
Launch
2026
A long cable-stayed bridge spanning a wide lagoon, with Lagos skyline behind, at golden hour.
PLATE 01Lekki bridge, Lagos
F.01Day one

Forum Q and A

Ask in your discipline. Answer in your language. Build a practice record that lives outside any one project.

Open a fresh question with discipline and language tags. The post button arms once title and body are populated.

A close-up of an engineering blueprint covered in pencil marks.
New question, structural
Title
Recommended seismic design code for mid-rise buildings in East Africa?
Body
Working on a 6-storey project in Nairobi. Eurocode 8 or a BS-derived approach for moderate seismicity?
Discipline
Structural
Language
EN
Search
pg_trgm fuzzy match

Recommended seismic design code for mid-rise buildings in East Africa?

Structural, Nairobi, 12 answers

Bituminous binder selection for hot-climate flexible pavements?

Highway, Accra, 8 answers

Allowable bearing capacity on lateritic soils, design checks?

Geotechnical, Lagos, 5 answers

FIDIC Red Book sub-clause 20.1, notice timing in francophone jurisdictions?

Contract, Dakar, 21 answers

Question, structural, Nairobi

Recommended seismic design code for mid-rise buildings in East Africa?

Working on a 6-storey project in Nairobi. Eurocode 8 or a BS-derived approach?

0
votes
Senior structural engineer, Nairobi, 14 years
Accepted

Most Kenyan structural engineers use Eurocode 8 since BS 8110 deprecation. For Nairobi (moderate seismicity, Type B ground), design PGA around 0.07g. Section 4.2.2 covers mid-rise.

Resolved thread
Accepted

Recommended seismic design code for mid-rise buildings in East Africa?

Votes
3
Answers
12
Views
428
Top answer, Senior structural engineer, Nairobi

Most Kenyan structural engineers use Eurocode 8 since BS 8110 deprecation. For Nairobi (moderate seismicity, Type B ground), design PGA around 0.07g.

Voting and accepted ship after launch. Day-one forum is Q and A only.

F.02Wedge+1

Mentorship

Verified senior engineers, browsable by discipline, country, and years of practice. Day-of-launch is a directory shell with waitlist.

A wall of verified mentors. Each carries discipline, city, years on practice, and a small note describing their lane.

Two engineers in safety helmets, conferring on a construction site at dawn.
Browse, 142 verified★ rated 4.7+
Highway engineer

Accra, 11 years

Pavement design, FIDIC contracts.

Verified

Senior structural

Dakar, 12 years

Mid-rise concrete, Eurocode 8.

Verified

Geotechnical

Lagos, 14 years

Lateritic soils, deep foundations.

Verified

MEP engineer

Cairo, 9 years

HVAC for hot climates.

Verified

Filter
StructuralSenegal8 to 15 years
Highway engineer

Accra, 11 years

Pavement design, FIDIC contracts.

Verified

Senior structural

Dakar, 12 years

Mid-rise concrete, Eurocode 8.

Verified

Geotechnical

Lagos, 14 years

Lateritic soils, deep foundations.

Verified

MEP engineer

Cairo, 9 years

HVAC for hot climates.

Verified

Request mentorship

Senior structural engineer, Dakar

12 years, Eurocode 8 specialty

Topic, optional
Reviewing PGA assumptions for a Nairobi mid-rise.

Request sent. The mentor has 72 hours to respond.

Accepted
F.03Wedge+1

Research library

Engineering papers indexed for the African context. Each carries a cross-checked AI summary and a copy-ready citation.

Twelve hundred papers indexed by discipline, year, and country of study. Filters refine the wall down to your lane.

A pencil resting on engineering drawings spread across a desk.
Library, 1,247 papersIndexed for Africa
Geotechnical, 2024

Allowable bearing capacity on lateritic soils, regional dataset

Author A.K., Author M.N.

A field study of 142 test piles across 11 sites in West Africa.

Highway, 2023

Bituminous binder performance in hot-climate flexible pavements

Author O.B.

Three-year monitoring of pavement rutting on the A1 corridor.

Structural, 2024

Seismic design of mid-rise concrete frames in moderate-PGA regions

Author R.S., Author A.D.

A simplified procedure aligning Eurocode 8 with East African conditions.

Contract, 2023

FIDIC Red Book sub-clause 20.1, francophone case studies

Author K.T.

A review of notice timing and claim outcomes across four jurisdictions.

Geotechnical, 2024

Allowable bearing capacity on lateritic soils, regional dataset

Author A.K., Author M.N.

Abstract

A field study of 142 test piles across 11 lateritic sites in West Africa. We compare measured allowable bearing capacities to Eurocode 7 predictions and propose a regional correction factor.

Generated summary
AI summary
  • Field data from 142 test piles across 11 lateritic sites in West Africa.
  • Allowable bearing capacity averaged 280 kPa, with a coefficient of variation of 0.18.
  • Eurocode 7 partial factors over-predict settlement by roughly 22 percent on the dataset.
  • Authors recommend a regional correction factor and a longer monitoring window.

Cross-checked against original

Citation, Harvard

A.K., M.N. (2024) Allowable bearing capacity on lateritic soils, a regional dataset. Nuna Research Library, vol. 2, pp. 14, 32.

Also available
  • APA, 7th edition
  • IEEE, numeric
  • BibTeX entry
Translation
  • EN, source
  • FR, machine
  • PT, machine
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Live sessions

Scheduled clinics with translated captions, recorded for later. Run by verified senior practitioners.

A working week of clinics. Geotechnical, contract, seismic, MEP. The clay bar marks the next one open to your seniority.

An audience watching a presentation in a softly lit seminar room.
Week 22, 2026

Upcoming sessions

3 scheduled
M
T
W
T
F
S
S
25
26
27
28
29
30
31

Geotechnical investigation, lateritic soils

14:00, 90 min

FIDIC Red Book contract amendments

10:00, 60 min

Seismic design clinic, Eurocode 8

16:30, 75 min

Live

FIDIC Red Book contract amendments

Senior contract engineer, Dakar, 18 years

Viewers
34
CaptionsFR to EN
Latency 180 ms

En zone seismique modere, le code Eurocode 8 reste la reference.

In moderate-seismic zones, Eurocode 8 remains the reference.

For Type B ground in Nairobi, design peak ground acceleration sits near 0.07g.

Source language
FR
Available later
EN, PT, AR

Recorded for later. Replays carry the same captions.

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