PERENCANAAN KONSTRUKSI SARANG LABA-LABA SEBAGAI ALTERNATIF PONDASI PADA GEDUNG KULIAH FAKULTAS ILMU KEOLAHRAGAAN UNIVERSITAS NEGERI MALANG
| Main Author: | Ambarwatidewi, Rr. Dewi Ayu |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2019
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/54166/1/PENDAHULUAN%20SKRIPSI.pdf http://eprints.umm.ac.id/54166/2/BAB%20I.pdf http://eprints.umm.ac.id/54166/3/BAB%20II.pdf http://eprints.umm.ac.id/54166/4/BAB%20III.pdf http://eprints.umm.ac.id/54166/5/BAB%20IV.pdf http://eprints.umm.ac.id/54166/6/BAB%20V.pdf http://eprints.umm.ac.id/54166/7/LAMPIRAN.pdf http://eprints.umm.ac.id/54166/ |
Daftar Isi:
- Konstruksi sarang laba-laba or KSLL used as an alternative foundation for Collage of Sport Science Faculty Building at Universitas Negeri Malang. KSLL has the shape of the spider web which is bound and monolide. This construction is a combination of concrete construction and soil improvement construction. The concrete construction is consist of concrete plate and ribs, soil improvement are made when the ribs are completed. Soil improvement was done by compacticy the soil, soil compaction are implemented every 25 cm of landfill in order to get 90% of soil density. Planning of KSLL begins with the calculation of the bearing capacity of the soil using the result of the Log Drill Test which is qualified with the ratio of bearing capacity of the soil with the sustained load generate a safety factor of 5,86 > 3. Soil data is using from the result of the Log Drill Test. The maximum stress obtained is 11,076 t/m2. The stress calculation result are used for the calculation of rib height with the result of 1,3 m. In the plate design, the diameter of the main reinforcement is D22 with a distance between reinforcement is 200 for field reinforcement and 100 for pedestal reinforcement. For the rib design, the diameter of the main reinforcement D29 with number of reinforcement for rib settlement is 7 and rib construction is 6. The result of the immediate settlement in this construction is 0,56 cm.