Design of a swimming pool
- Τίτλος
-
Design of a swimming pool
- Θέμα
- Swimming pools--Design and construction
- Δημιουργός
-
Theodosiou, Theodoros
- Πηγή
- Higher Technical Institute
- Το πλήρες κείμενο είναι διαθέσιμο από το Υπουργείο Ενέργειας, Εμπορίου Βιομηχανίας και Τουρισμού
- Εκδότης
- Library of Cyprus University of Technology
- Ημερομηνία
- 1991
- Δικαιώματα
- Απαγορεύεται η δημοσίευση ή αναπαραγωγή, ηλεκτρονική ή άλλη χωρίς τη γραπτή συγκατάθεση του δημιουργού και κάτοχου των πνευματικών δικαιωμάτων.
- Μορφή
- Γλώσσα
- eng
- Τύπος
- text
- Αναγνωριστικό
-
CED 0107
- Σύνοψη
-
The design of the swimming pool is based on the proper design and analysis of the retaining walls to be used for the construction, to resist a combination of EARTH and HYDROSTATIC
loads.
The design is based on the limit stare philosophy according with the methods employed by the BS: 8110, whire using the earlier code of practice for liquid-retaining structures the BS 5337 : 1976. ( See Appendice B)
For the Analysis and Design the following steps are required
for the solutioni-
STAGE 1 : STABILITY ANALYSIS
STAGE 2 ϊ BEARING PRESSURE ANALYSIS
STAGE 3 : MEMBER DESIGN AND DETAIL
Sliding was not taken into account because the floor of the pool provides adequate resistance to sliding.
The following MATERIAL SPECIFICATIONS are used:
Concrete strength, fcu = 30 N/mm2
Steel Tensile stress, fy 460 N/mm2
Weight of concrete = 24 KN/m3
Soil Density, γ• = 20 KN/m3
Angle of shearing resistance, Φ = 30°
Soil Bearing Capacity = 200 KN/m2
Water density, γw = 9.81 KN/m3
- Πολυμέσα
- CED 0107.pdf
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