commit to user
316
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
316
BAB 10 Rekapit ulasi
20
5 4
3 2
1 6
7 8
9 10
11 12
23 24
25 26
27 28
29 30
31 27
13 14
15 16
17 18
19 20
21 22
32 33
34 35
36 37
38 39
3, 9
6
4. Kuda-kuda Trapesium
Gambar 10.4. Kuda-kuda Trapesium Tabel 10.4 Rekapitulasi perencanaan profil kuda-kuda Trapesium
Nomer Batang
Dimensi Profil Baut mm
Tebal Pelat Sambung mm
1 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 2
⎦⎣ 80. 80. 8 4
∅ 19,05 13
3 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 4
⎦⎣ 80. 80. 8 4
∅ 19,05 13
5 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 6
⎦⎣ 80. 80. 8 4
∅ 19,05 13
7 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 8
⎦⎣ 80. 80. 8 4
∅ 19,05 13
9 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 10
⎦⎣ 80. 80. 8 4
∅ 19,05 13
11 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13
commit to user
317
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
317
BAB 10 Rekapit ulasi
12 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 13
⎦⎣ 80. 80. 8 4
∅ 19,05 13
14 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 15
⎦⎣ 80. 80. 8 4
∅ 19,05 13
16 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 17
⎦⎣ 80. 80. 8 4
∅ 19,05 13
18 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 19
⎦⎣ 80. 80. 8 4
∅ 19,05 13
20 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 21
⎦⎣ 80. 80. 8 4
∅ 19,05 13
22 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 23
⎦⎣ 80. 80. 8 4
∅ 19,05 13
24 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 25
⎦⎣ 80. 80. 8 4
∅ 19,05 13
26 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 27
⎦⎣ 80. 80. 8 4
∅ 19,05 13
28 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 29
⎦⎣ 80. 80. 8 4
∅ 19,05 13
30 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 31
⎦⎣ 80. 80. 8 4
∅ 19,05 13
32 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 33
⎦⎣ 80. 80. 8 4
∅ 19,05 13
34 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 35
⎦⎣ 80. 80. 8 4
∅ 19,05 13
36 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 37
⎦⎣ 80. 80. 8 4
∅ 19,05 13
38 ⎦⎣ 80. 80. 8
4 ∅ 19,05
13 39
⎦⎣ 80. 80. 8 4
∅ 19,05 13
commit to user
318
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
318
BAB 10 Rekapit ulasi
4 3
2 1
5 6
7 8
9 10
11 12
23 24
25 26
27 28
29 30
31 41
13 14
15 16
17 18
19 20
21 22
32 33
34 35
36 37
38 39
40 42
43 44
45 46
47 48
50 49
5. Kuda – Kuda Utama
Gambar 10.5. Kuda – Kuda Utama Tabel 10.5 Rekapitulasi perencanaan profil kuda-kuda Utama
Nomer Batang
Dimensi Profil Baut mm
Tebal Pelat Sambung mm
1 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 2
⎦⎣ 80. 80. 8 3
∅ 19,05 13
3 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 4
⎦⎣ 80. 80. 8 3
∅ 19,05 13
5 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 6
⎦⎣ 80. 80. 8 3
∅ 19,05 13
7 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 8
⎦⎣ 80. 80. 8 3
∅ 19,05 13
9 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 10
⎦⎣ 80. 80. 8 3
∅ 19,05 13
11 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 12
⎦⎣ 80. 80. 8 3
∅ 19,05 13
13 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 14
⎦⎣ 80. 80. 8 3
∅ 19,05 13
commit to user
319
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
319
BAB 10 Rekapit ulasi
15 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 16
⎦⎣ 80. 80. 8 3
∅ 19,05 13
17 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 18
⎦⎣ 80. 80. 8 3
∅ 19,05 13
19 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 20
⎦⎣ 80. 80. 8 3
∅ 19,05 13
21 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 22
⎦⎣ 80. 80. 8 3
∅ 19,05 13
23 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 24
⎦⎣ 80. 80. 8 3
∅ 19,05 13
25 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 26
⎦⎣ 80. 80. 8 3
∅ 19,05 13
27 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 28
⎦⎣ 80. 80. 8 3
∅ 19,05 13
29 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 30
⎦⎣ 80. 80. 8 3
∅ 19,05 13
31 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 32
⎦⎣ 80. 80. 8 3
∅ 19,05 13
33 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 34
⎦⎣ 80. 80. 8 3
∅ 19,05 13
35 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 36
⎦⎣ 80. 80. 8 3
∅ 19,05 13
37 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 38
⎦⎣ 80. 80. 8 3
∅ 19,05 13
39 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 40
⎦⎣ 80. 80. 8 3
∅ 19,05 13
41 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 42
⎦⎣ 80. 80. 8 3
∅ 19,05 13
commit to user
320
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
320
BAB 10 Rekapit ulasi
43 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 44
⎦⎣ 80. 80. 8 3
∅ 19,05 13
45 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 46
⎦⎣ 80. 80. 8 3
∅ 19,05 13
47 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 48
⎦⎣ 80. 80. 8 3
∅ 19,05 13
49 ⎦⎣ 80. 80. 8
3 ∅ 19,05
13 50
⎦⎣ 80. 80. 8 3
∅ 19,05 13
commit to user
321
Tugas Akhir
Perencanaan St rukt ur dan Rencana Anggaran Biaya Gedung K uliah 2 L ant ai
321
BAB 10 Rekapit ulasi
10.2 Perencanaan Tangga
