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TUGAS AKHIR
Perencanaan Struktur dan Rencana Anggaran Biaya Gedung Sekolah 2 Lantai
BAB 5 Plat Lantai
1,5 2
3 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.43 = 153,64 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.26 = 92,9 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 2
2
.94 = - 335,85 kg m Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 2
2
.76 = - 271,54 kg m
d. Tipe Plat C1
Gambar 5.5 Plat tipe C1
1,2 3
3.5 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 3
2
.28 = 225,09 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 3
2
.20 = 160,78 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 .893,2. 3
2
.64 = - 514,49 kg m
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 3
2
.56 = - 450,18 kg m
commit to user 140
TUGAS AKHIR
Perencanaan Struktur dan Rencana Anggaran Biaya Gedung Sekolah 2 Lantai
BAB 5 Plat Lantai
e. Tipe Plat C2
Gambar 5.6 Plat tipe C2
1,4 3
4 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 3
2
.34 = 273,32 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 3
2
.18 = 144,67 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 .893,2. 3
2
.73 = - 586,84 kg m
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 3
2
.57 = - 458,22 kg m
f. Tipe Plat C3
Gambar 5.5 Plat tipe C3
commit to user 141
TUGAS AKHIR
Perencanaan Struktur dan Rencana Anggaran Biaya Gedung Sekolah 2 Lantai
BAB 5 Plat Lantai
2 2
4 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.41 = 146,49 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.12 = 42,88 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 .893,2. 2
2
.83 = - 296,55 kg m
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 2
2
.57 = - 203,65 kg m
g. Plat Tipe C4
Gambar 5.7 Plat tipe C4
1.75 2
3,5 Lx
Ly =
=
Dari Tabel Gideon Diperoleh:
Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.40 = 142,92 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.13 = 46,45 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 .893,2. 2
2
.82 = - 292,97 kg m
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 2
2
.57 = - 203,65 kg m
commit to user 142
TUGAS AKHIR
Perencanaan Struktur dan Rencana Anggaran Biaya Gedung Sekolah 2 Lantai
BAB 5 Plat Lantai
h. Tipe pelat B3
Gambar 5.6 Plat tipe B3
1 2
2 Lx
Ly =
=
Dari Tabel Gideon Diperoleh: Mlx = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.26 = 92,9 kg m
Mly = 0,001.qu . Lx
2
. x = 0.001. 893,2. 2
2
.21 = 75,03 kg m
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 .893,2. 2
2
.50 = - 178,64 kg m
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 893,2. 2
2
.55 = - 196,51 kg m
5.4. Penulangan Plat Lantai
