teknik struktur bangunan jilid 3

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Jarak bentang, ft (m) Lebar B, in. (mm) 1. lingkup pekerjaan dan peraturan <strong>bangunan</strong> Dimensi penampang Properti penampang Tinggi D, in. (mm) D1, in. (mm) D2, in. (mm) A, in. 2 (mm 2 10 6 ) Gambar 9.17. Potongan FHWA precast prestressed voided; (a) tipikal potongan, dan (b) alternatif kunci geser Sumber: Chen & Duan, 2000 Gambar 9.18. Potongan AASHTO balok I; (a) balok tipe II, III dan IV, dan (b) balok tipe V dan VI Sumber: Chen & Duan, 2000 I x, in. 4 (mm 4 10 9 ) S x, in. 3 (mm 3 10 6 ) 25 (7.6) 48 (1,219) 12 (305) 0 (0) 0 (0) 576 (0.372) 6,912 (2.877) 1,152 (18.878) 30-35 (9.1-10.7) 40-45 48 (1,219) 15 (381) 8 (203) 8 (203) 569 (0.362) 12,897 (5.368) 1,720 (28.185) (12.2- 13.7) 48 (1,219) 18 (457) 10 (254) 10 (254) 628 (0.405) 21,855 (9.097) 2,428 (39.788) 50 (15.2) 48 (1,219) 21 (533) 12 (305) 10 (254) 703 (0.454) 34,517 (1.437) 3.287 (53.864) 447
1. lingkup pekerjaan dan peraturan <strong>bangunan</strong> 448 Gambar 9.19. Caltrans precast standard ‘‘I’’-girder Sumber: Chen & Duan, 2000 Gambar 9.20. Caltrans precast standard ‘‘Bulb-Tee’’ girder Sumber: Chen & Duan, 2000
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Dian Ariestadi TEKNIK STRUKTUR BANG
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KATA SAMBUTAN Puji syukur kami panj
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KATA PENGANTAR Buku ini merupakan b
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SINOPSIS sinopsis Buku berjudul Tek
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DAFTAR ISI KATA SAMBUTAN ..........
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7.4. Solder/Patri .................
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PETA KOMPETENSI Arsitektur bangunan
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standar kompetensi viii STANDAR KOM
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6. TEKNIK STRUKTUR BANGUNAN DENGAN
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1. lingkup pekerjaan dan peraturan
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Baja profil keadaan dingin dapat di
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Gambar 6.10. Baut dan spesifikasiny
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Gambar 6.35. Lubang pada gelagar Su
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(d) (e) 1. lingkup pekerjaan dan pe
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Sumber: Salmon dkk, 1991 1. lingkup
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Aksi komposit 1. lingkup pekerjaan
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Tabel 7.10. Tegangan leleh baja Sum
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Nilai a dapat dihitung dengan rumus
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daftar gambar 9.6. Jembatan gelagar
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