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Civil Engineering/Raft Foundation Design

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QUESTION: Mr. Khan,
How does the design a raft foundation that will support generators, equiptments, etc. defers from the conventional shallow foundation design that support column, and if you can what are the steps to be considered in the raft foundation design? Thank you in advance and thank you also for this website. keep it up.

ANSWER: Hi Pablito,

The design of a raft foundation for generators, equipment, etc is similar to designing a raft for a building, but with an additional input required for the dynamic effects due to vibration, inertia, etc.

As for the design on rafts, I have answered this before, if you browse my past answers:

A raft foundation is designed like an upside-down flat slab, with the upwards subgrade reactions being equal and opposite to the self weight of the raft, the walls, the columns and of course the applied live loading. So, if you have a column in the centre of the raft, you will have concentrated rebar around its footprint in the bottom layers. You need to have subgrade modulus spring stiffnesses incorporated, in accordance with recommendations from the ground investigation report.

See these website for more details:

http://www.pdf-search-engine.com/optimal-cost-design-of-raft-foundation-pdf.html


http://environment.uwe.ac.uk/geocal/foundations/Fountype.htm#RAFT



http://rapiddigger.com/raft-foundation-design-example/


---------- FOLLOW-UP ----------

QUESTION: Mr. Khan,
Thank you again for the reply.
If the raft foundation is to be designed as an upside-down flat slab, what will be the support conditions at the perimeter? Will it be continuous or discontinuous? Will the equivalent upward subgrade reactions the loadings to be used in the analysis or just the applied downward loadings w/o self weight of the raft?
Thank you very much.
Regards,
Pablito

Answer
Hi Pablito,

The support conditions at the ends will be discontinuous (taking account of any basement walls), but you will still have the springs supporting the whole raft, including the edges and you need to apply both raft self weight as well as live loading, column loading, wall laoding, etc. And if you have a high water table for a basement situation, you also need to apply water up-lift pressure under the raft.

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Arshad Khan

Expertise

I can answer any questions to do with civil and structural engineering consultancy and construction industry in East Africa and the Middle East, and specifically with the analysis and design of reinforced concrete structures. My particular expertise is in the aseismic design and optimisation of tall buildings.

Experience

Employment history: 36 years in Construction and consultancy in the UK, Kenya, Tanzania, Uganda, Ethiopia, Eritrea, South Africa, Somalia, Zambia, Austria, Bahrain, Kuwait, Doha and the U.A.E.

Organizations
.Fellow of Institution of Structural Engineers (UK) .Fellow of Institution of Civil Engineers(UK) .Member of the Institution of Engineers, Kenya .Registered Engineer, ERB, Kenya .Member of the Architectural Association of Kenya (Engineers Chapter) .Chartered Engineer (UK)

Publications
•1984: International Conference on the Art and Practice of Structural Design, London •1994: 3rd Int. Kerensky Conference in Structural Engineering, Singapore •2008: International Conference on High-Rise Towers, Abu Dhabi

Education/Credentials
BSc, 1st Class Hons, in Building Engineering, University of Bath, UK MSc in Concrete Structures and Technology, University of London. Diploma of Imperial College, UK.

Awards and Honors
•Science Congress Special Award (for 2-seater Hovercraft - 1968) •Institution of Civil Engineers Award for outstanding performance at Bath University (1975) •Concrete Society Postgraduate study Bursary Award (1976) •Consular Representative for British High Commission, Nairobi. (1995 to 1998) •Examiner for Institution of Civil Engineers Professional Interviews, Nairobi. (1997 to 1998) •Branch Representative in Vienna for PI assessment for Inst. of Struct. Engrs. (1999 to date)

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