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Perencanaan Struktur Gedung Perpustakaan 2 Lantai
Bab 5 Perencanaan Plat Lantai dan Plat Atap
e. Tipe pelat E
Gambar 5.6. Plat tipe E
1,9 2
3,75 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 2
2
.40 = 181,31 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 2
2
.12 = 54,39 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001. 1133,2. 2
2
.83 = - 376,22 kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001. 1133,2. 2
2
.57 = - 259,36 kgm
f. Tipe pelat F
Gambar 5.7. Plat tipe F
E
2 ,0
L x
2 ,0
L x L y
3 ,7 5
F
L y
4 ,0 0 2
,0
L x
2 ,0
L x L y
4 ,0 0
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Perencanaan Struktur Gedung Perpustakaan 2 Lantai
Bab 5 Perencanaan Plat Lantai dan Plat Atap
2 2
4,0 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 2
2
.41 = 185,84 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 2
2
.12 = 54,39 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 2
2
.83 = - 380,75 kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 2
2
.57 = - 258,36 kgm
g. Tipe pelat G
Gambar 5.8. Plat tipe G
1,1 3,5
3,75 Lx
Ly =
= Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3,5
2
.25 = 347,04 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3,5
2
.21 = 291,51 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3,5
2
.59 = - 819,02kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3,5
2
.54 = - 749,61kgm
G
L y
3 ,7 5 3
,5
L x L y
3 , 7 5
L x
3 ,5
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Perencanaan Struktur Gedung Perpustakaan 2 Lantai
Bab 5 Perencanaan Plat Lantai dan Plat Atap
h. Tipe pelat H
Gambar 5.9. Plat tipe H
1,1 3,5
4,0 Lx
Ly =
= Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3,5
2
.25 = 347,04 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3,5
2
.21 = 291,51 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3,5
2
.59 = - 819,02kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3,5
2
.54 = - 749,61kgm
i. Tipe pelat I
Gambar 5.10. Plat tipe I
H
3 ,5
Lx Ly
4,00
3 ,5
3 ,5
Lx
Ly
4,00
I
3 ,0
Lx
3 ,0
Lx
3,75
Ly
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Perencanaan Struktur Gedung Perpustakaan 2 Lantai
Bab 5 Perencanaan Plat Lantai dan Plat Atap
3 ,
1 3,0
3,75 Lx
Ly =
= Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3
2
.31 = 316,16 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3
2
.19 = 193,77 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3
2
.69 = - 703,71 kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3
2
.57 = - 581,33 kgm
j. Tipe pelat J
Gambar 5.11. Plat tipe J
1,3 3
4,00 Lx
Ly =
=
Mlx = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3
2
.31 = 316,16 kgm
Mly = 0,001.qu . Lx
2
. x = 0.001. 1133,2. 3
2
.19 = 193,77 kgm
Mtx = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3
2
.69 = - 703,71 kgm
Mty = - 0,001.qu . Lx
2
. x = - 0.001 . 1133,2. 3
2
.57 = - 581,33 kgm
J
3 ,0
Lx
4,00
4,00 3
,0
Lx
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Perencanaan Struktur Gedung Perpustakaan 2 Lantai
Bab 5 Perencanaan Plat Lantai dan Plat Atap
