PERENCANAAN ULANG GEDUNG RUSUNAWA BLOK A UNIVERSITAS MUHAMMADIYAH MALANG MENGGUNAKAN KOMPOSIT BAJA DENGAN METODE LRFD
| Main Author: | RUMATIGA, FATHUR RAHMAN |
|---|---|
| Format: | Thesis NonPeerReviewed Book |
| Bahasa: | eng |
| Terbitan: |
, 2009
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| Subjects: | |
| Online Access: |
http://eprints.umm.ac.id/10034/1/PERENCANAAN_ULANG_GEDUNG_RUSUNAWA_BLOK_AUNIVERSITAS_MUHAMMADIYAH_MALANGMENGGUNAKAN_KOMPOSIT_BAJADENGAN_METODE_LRFD.pdf http://eprints.umm.ac.id/10034/ |
Daftar Isi:
- House is human essential requirement, in growth of mansions become answers to problem limitation of farm. Mansions including high building structure which is planning of research require to laboring burden. High building construction use compositely of steel is often met, and become the solution workmanship of construction for a flash in the pan. Load and Resistance factor design is method planning of structure become militant with parameter strengths of materials reduction and magnification of burden. Re- planning is especial structure of building rusunawa block A Muhammadiyah University of Malang, plate dance and roof used floor deck and reinforced concrete with thick of plate of 127 mm and bone D12-200 plate dance and D12-250 plate of roof. composite Log construction of profile steel WF with plate of concrete, athwart log WF 500.200.20.16, long log WF 300.150.6,5.9, cantilever beam WF 400.200.8.13, child log WF 200.100.5,5.8 and log converge WF 200.100.5,5.8. Structural column wear the profile WF 250.250.9.14 covered up by the reinforced concrete of 400 x 400 mm, fundamental bone 8D16 and bone wedge with chocks D12-200. Extension between element - especial element of steel structure use the bolt A325 with diameter 8, 15 and 22 mm, and also profile T double and plate of elbow. At the end of under column used by the base plate measure of 500 x 600 mm with thick 40 mm and anchor have diameter 25 mm with length of 200 mm.