101 494
, 088
, 2023
1000 =
=
− n
S kgcm
2
=49,4 kPa Untuk
− n
S 50 kPa , tanah termasuk jenis tanah lunak.
4.3.3.7 Perhitungan Berat Total Bangunan Wt
Gedung A
Berat Lantai 1,2, W
1,
W
2
Beban mati : - Pelat Lantai
= 658,453 × 0.12 × 2400
= 189634,542 kg - Balok Induk 60
×40 = 240,07 × 0,4 × 0,48 × 2400 = 110624,256 kg
- Balok Anak 45 ×30 = 218,54 × 0,3 × 0,33× 2400
= 51925,104 kg - Kolom
= 20 × 4,3 × 0,7 × 0,7 × 2400
= 101136 kg
- Tegel = 658,453
× 24 = 100800
kg - Spesi
= 658,453 × 21
= 88200 kg
- Plafon+penggantung = 658,453 × 18
= 37800 kg
- Dinding = 229,3 x 4,3
× 250 = 246497,5 kg
- Tangga Pelat Tangga
= 2.1,2 ×3,884×0,15 2400
= 3355,776 kg Anak Tangga
= 20,5 ×0,29×0,18×1,2×122400 = 1804,032 kg
Spesi anak tangga =2[12
×0,29×1,2×0,1+12×0,18×1,2×0,1]×21 =
18,63 kg
Tegel anak tangga =2[12
×0,29×1,2×0,1+12×0,18×1,2×0,1]×24 =
32,49 kg
Bordes = 1,5
× 2,5 × 0,12 × 2400 = 1080
kg Spesi =
1,5 × 2,5 × 0,1 × 21
= 7,875 kg
Tegel bordes = 1,5
× 2,5 × 0,1 x 24 = 9
kg Balok Bordes
= 0,3 × 0,2 × 2,5 x 2400
= 360 kg
Berat Handrill = ditaksir
= 15 kg W
D
= 933300.205kg
102 Beban hidup:
qh lantai = 250 kgm
2
Beban hidup = 658,453
× 250 = 164635 kg
W
L
=164635 kg
Berat Lantai 3 W
3
Beban mati : - Pelat Lantai
= 658,453 × 0.12 × 2400
= 189634,542kg - Balok Induk 60
×40 = 240,07 × 0,4 × 0,48 × 2400 = 110624,256 kg
- Balok Anak 45 ×30 = 218,54 × 0,3 × 0,33× 2400
= 51925,104 kg - Kolom
=20 ×[0,5×5,25+0,5×4,3]×0,7×0,7×2400
=112308 kg
- Tegel = 658,453
× 24 = 100800
kg - Spesi
= 658,453 × 21
= 88200 kg
- Plafon+penggantung = 658,453 × 18
= 37800 kg
- Dinding = 229,3
×[0,5×5,25+0,5×4,3]× 250 = 273726,875 kg
- Tangga Pelat Tangga
= 2.1,2 ×4,319×0,15 2400
= 3731,616 kg
Anak Tangga = 20,5
×0,24×0,2×1,2×142400 = 1935,36 kg
Spesi anak tangga =2[14
×0,24×1,2×0,1+14×0,2×1,2×0,1]×21 =31,046
kg Tegel anak tangga
=2[14 ×0,24×1,2×0,1+14×0,2×1,2×0,1]×24
=35,482 kg
Bordes = 1,5
× 2,5 × 0,12 × 2400 = 1080
kg Spesi =
1,5 × 2,5 × 0,1 × 21
= 7,875 kg
Tegel bordes = 1,5
× 2,5 × 0,1 x 24 = 9
kg Balok Bordes
= 0,3 × 0,2 × 2,5 x 2400
= 360 kg
Berat Handrill = ditaksir
=15 kg
W
D
=972224.156kg
103 Beban hidup:
- qh lantai = 250 kgm2
- Beban hidup = 658,453
× 250 = 164635 kg
W
L
=164635 kg
Berat Lantai 4 W
4
Beban mati : - Pelat Lantai
= 588,93 × 0.12 × 2400
=169611,84 kg - Balok Induk 60
×40 = 229,42 × 0,4 × 0,48 × 2400 =105716,736 kg
- Balok Anak 45 ×30 = 117,38 × 0,3 × 0,33× 2400
= 42145,488 kg - Kolom
=20 ×[0,5×5,25+0,5×4,3]×0,7×0,7×2400
=112308 kg
- Tegel = 558,93
× 24 = 13414,32
kg - Spesi
= 558,93 × 21
= 11737,53 kg
- Plafon+penggantung = 558,93 × 18
= 10060,74 kg - Dinding =
97,37 ×[0,5×5,25+0,5×4,3] × 250
= 116235,438
kg - Tangga
Pelat Tangga = 2.1,2
×3,884×0,15 2400 = 3355,776
kg Anak Tangga
= 20,5 ×0,29×0,18×1,2×122400 = 1804,032 kg
Spesi anak tangga =2[12
×0,29×1,2×0,1+12×0,18×1,2×0,1]×21 =18,63kg
Tegel anak tangga =2[12
×0,29×1,2×0,1+12×0,18×1,2×0,1]×24 =32,49kg
Bordes = 1,5
× 2,5 × 0,12 × 2400 = 1080
kg Spesi =
1,5 × 2,5 × 0,1 × 21
= 7,875 kg
Tegel bordes = 1,5
× 2,5 × 0,1 x 24 = 9
kg Balok Bordes
= 0,3 × 0,2 × 2,5 x 2400
= 360 kg
Berat Handrill = ditaksir
= 15 kg
W
D
=590852.895 kg
104 Beban hidup:
- qh lantai = 400 kgm2
- air
= 1000 kgm2 - Beban hidup
= 448,33 ×400+110,6×1000
= 289932 kg
W
L
= 289932 kg
Berat Lantai 5,6,7, W
5
, W
6
, W
7
, Beban mati :
- Pelat Lantai = 557,33
× 0.12 × 2400 = 160511,04 kg
- Balok Induk 60 ×40 = 225,55 × 0,4 × 0,48 × 2400
= 203933,44 kg - Balok Anak 45
×30 = 157,58 × 0,3 × 0,33× 2400 = 37441,008 kg
- Kolom = 20
× 4,3 × 0,7 × 0,7 × 2400 = 101136
kg - Tegel
= 557,33 × 24
= 13375,92 kg
- Spesi = 557,33
× 21 = 11703,93
kg - Plafon+penggantung = 557,33
× 18 = 10031,94
kg - Dinding
= 229,3 x 4,3 × 250
= 246497,5 kg
- Tangga Pelat Tangga
= 2.1,2 ×3,884×0,15 2400
= 3355,776 kg
Anak Tangga = 20,5
×0,29×0,18×1,2×122400 = 1804,032 kg Spesi anak tangga
=2[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×21
=18,63kg Tegel anak tangga
=2[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×24
=32,49kg Bordes =
1,5 × 2,5 × 0,12 × 2400
= 1080 kg
Spesi = 1,5
× 2,5 × 0,1 × 21 = 7,875
kg Tegel bordes
= 1,5 × 2,5 × 0,1 x 24
= 9 kg
Balok Bordes = 0,3
× 0,2 × 2,5 x 2400 = 360
kg Berat Handrill
= ditaksir = 15
kg W
D
=791313.581 kg
105 Beban hidup:
- qh lantai = 250 kgm2
- Beban hidup = 557,33
× 250 = 139332,5
kg W
L
= 139332,5 kg
Berat Lantai 8 W
8
, Beban mati :
- Pelat Lantai = 557,33
× 0.12 × 2400 = 160511,04 kg
- Balok Induk 60 ×40 = 225,55 × 0,4 × 0,48 × 2400
= 203933,44 kg - Balok Anak 45
×30 = 157,58 × 0,3 × 0,33× 2400 = 37441,008 kg
- Kolom = 20
× 4,3 × 0,7 × 0,7 × 2400 = 101136
kg - Tegel
= 557,33 × 24
= 13375,92 kg
- Spesi = 557,33
× 21 = 11703,93
kg - Plafon+penggantung = 557,33
× 18 = 10031,94
kg - Dinding
= 229,3 x 4,3 × 250
= 246497,5 kg
- Tangga Pelat Tangga
= 2.1,2 ×3,884×0,15 2400
= 3355,776 kg
Anak Tangga = 20,5
×0,29×0,18×1,2×122400 = 1804,032 kg Spesi anak tangga
=2[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×21
=18,63kg Tegel anak tangga
=2[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×24
=32,49kg Bordes =
1,5 × 2,5 × 0,12 × 2400
= 1080 kg
Spesi = 1,5
× 2,5 × 0,1 × 21 = 7,875
kg Tegel bordes
= 1,5 × 2,5 × 0,1 x 24
= 9 kg
Balok Bordes = 0,3
× 0,2 × 2,5 x 2400 = 360
kg Berat Handrill
= ditaksir = 15
kg W
D
= 791313.581 kg
106 Beban hidup:
- qh lantai = 400 kgm2
- Beban hidup = 557,33
× 400 = 222932
kg W
L
= 222932
kg
Berat Lantai Atap W
9
, Beban mati :
- Pelat Lantai = 557,33
× 0.12 × 2400 = 160511,04 kg
- Balok Induk 60 ×40 = 225,55 × 0,4 × 0,48 × 2400
= 203933,44 kg - Balok Anak 45
×30 = 157,58 × 0,3 × 0,33× 2400 = 37441,008 kg
- Kolom = 0,5
× 20 × 4,3 × 0,7 × 0,7 × 2400= 5058 kg
- Spesi = 557,33
× 21 = 5851,965
kg - Plafon+penggantung = 557,33
× 18 = 10031,94
kg - Dinding =
0,5 × 229,3 × 4,3 × 250
= 123248,75 kg - Tangga
Pelat Tangga = 0,5
× 2.1,2×3,884×0,15 2400 = 1677,888 kg
Anak Tangga = 0,5
× 20,5×0,29×0,18×1,2×122400 = 9020,016
kg Spesi anak tangga
=[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×21
=9,315kg Tegel anak tangga
=[12 ×0,29×1,2×0,1+12×0,18×1,2×0,1]×24
=16,245kg Bordes =
0,5 × 1,5 × 2,5 × 0,12 × 2400 = 540
kg Spesi =
0,5 × 1,5 × 2,5 × 0,1 × 21
= 3,938 kg
Tegel bordes = 0,5
× 1,5 × 2,5 × 0,1 x 24 = 4,5
kg Balok Bordes
= 0,5 × 0,3 × 0,2 × 2,5 x 2400 = 180
kg Berat Handrill
= ditaksir × 0,5
= 7,5 kg W
D
= 557535,545 kg
107 Beban hidup:
- qh lantai = 100 kgm2
- Beban hidup = 557,33
× 100 = 55733
kg W
L
= 55733 kg
Gedung B
Berat Lantai 1,2 W
1,
W
2,
Beban mati : - Pelat Lantai
= 24 ×4,83+38,95×7+32,95×4,35× 0,12 × 2400
= 153187,92
kg - Balok Induk60x40 = 238,93
×0,6×0,4x2400 =137623,68 kg
- Balok Anak45 x 30 = 0,45 ×0,3×134,67×2400
= 43633,08 kg - Kolom
= 49 ×4,3×0,7×0,7×2400
= 247783,2 kg - Tegel
= 531,903x24 = 12765,67 kg
- Spesi = 531,903x21
= 11169,96 kg - Plafon+penggantung = 531,903x18
= 9574,254 kg - Dinding
= 87,935 x 4,3 ×250 =94530,125
kg - Tangga 1
Pelat Tangga = 2x 1,2x3,884x0,15x2400 =3355,776
kg AnakTangga = 2x 0,5x0,29x0,18x1,2x12x2400
=1804,032 kg
Spesi anak tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x21 =
18,63 kg
Tegel Anak Tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x24 =32,49
kg Bordes
Berat Plat Bordes = 1,5x2,5x0,12x2400
= 1080 kg
Berat tegel = 1,5x2,5x0,1x24
= 9 kg
Berat spesi = 1,5x2,5x0,1x21
= 7,875 kg Balok Bordes
= 0,3x0,2x2,5x2400 = 360
kg Berat Handrill
= ditaksir = 15
kg - tangga 2
Pelat Tangga = 2x1,7x3,884x0,15x2400
= 4754,016 kg
108 AnakTangga
= 2x0,5x0,29x0,18x1,7x12x2400 =2555,712 kg Spesi anak tangga =2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x21
= 40,27
kg Tegel Anak Tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x24
=46,02 kg
Bordes Berat Plat Bordes
= 1,5x3,5x0,15x2400 = 1890
kg Berat tegel
= 1,5x3,5x0,1x24 = 12,6
kg Berat spesi
= 1,5x3,5x0,1x21 = 11,025
kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504
kg Berat Handrill
= ditaksir = 15
kg W
D
= 726779,335kg Beban hidup:
- qh lantai = 250 kgm2
- Beban hidup = 531,903x250
=132975,75 kg W
L
=132975,75 kg
Berat Lantai 3 W
3
Beban mati : - PelatLantai=24x4,83+38,95x7+32,95x4,35+24x1,9+4,83x0,95
× 0,12
×2400 =167642,208 kg
- BalokInduk60X40 =246,53x0,6x0,4 x 2400 =142001,28
kg - Balok Anak45x30 = 514,17x0,45x0,3x 2400
= 166591,08 kg - Kolom
= 49[0,5x4,3+0,5x5,25x0,7x 0,7x2400 = 275154,6 kg
- Tegel = 582,091x24
=13970,184 kg - Spesi
= 582,091x21 = 12223,91 kg
- Plafon+penggantung = 582,091x18 = 10477,6 kg
- Dinding = 150,44 x 5,25
×250 = 197452,5
kg - Tangga 1
Pelat Tangga = 2x1,7x 4,319x0,15x2400
=5286,456 kg
109 AnakTangga
= 2x 0,5x 0,29x0,18x1,7x14x2400 =2981,664 kg Spesi anak tangga = 2[14x0,29x1,2x0,1+14x0,18x1,2x0,1]x21
= 33,163
kg Tegel Anak Tangga = 2[14x0,29x1,7x0,1+14x0,18x1,7x0,1]x24
=43,95 kg Bordes
Berat Plat Bordes = 1,5x3,5x0,16x2400
= 2016 kg
Berat tegel = 1,5x3,5x0,1x24
= 12,6 kg
Berat spesi = 1,5x3,5x0,1x21
= 11,025 kg
Balok Bordes = 0,3x0,2x3,5x2400
= 540 kg
Berat Handrill = ditaksir
= 15 kg
- tangga 2 sama dengan tangga 1 Pelat Tangga
= 2x 1,2x4,319 x 0,15 x2400 =4754,016
kg AnakTangga
= 2x 0,5x 0,29x0,18x1,2x14 x2400 =3731,616
kg Spesi anak tangga = 2[14x0,24x1,7x0,1+14x0,20x1,7x0,1]x21
= 43,982
kg Tegel Anak Tangga = 2[14x0,24x1,7x0,1+14x0,20x1,7x0,1]x24
=50,27 kg Bordes
Berat Plat Bordes = 1,5x3,5x0,16x2400
= 2016 kg
Berat tegel = 1,5x3,5x0,1x24
= 12,6 kg
Berat spesi = 1,5x3,5x0,1x21
= 11,025 kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504
kg Berat Handrill
= ditaksir = 15
kg W
D
=1007591,729 kg
Beban hidup: - Beban hidup
=582,091x250 =145522,75 kg
WL =145522,75 kg
110
Berat Lantai 4 W
4
Beban mati : - Pelat Lantai
=24x4,83+38,95x7+32,95x4,35+24x1,9 +4,83x0,95
×0,12×2400 =167642,21 kg
- Balok Induk60x40 = 246,53x0,6x0,4x240 =142001,28 kg
- Balok Anak45x30 = 180,55x0,45x0,3x2400 = 58498,2
kg - Kolom
=49[0,5x4,3+0,5x5,25x0,7x0,7x2400 = 275154,6 kg
- Tegel = 582,091
×0,02× 2400 = 27940,368 kg
- Spesi = 582,091
×0,02×2100 = 24447,822
kg - Plafon+penggantung = 582,091x18
=10477,638 kg - Dinding =
150,44x5,25 ×250
= 197452,5 kg - Tangga 1
Pelat Tangga = 2x1,2x3,884x0,15x2400
= 3355,776 kg
AnakTangga = 2x 0,5x0,29x0,18x1,2x12x2400 = 1804,03 kg
Spesi anak tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x21 = 18,63
kg TegelAnakTangga =2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x24
=32,49 kg
Bordes Berat Plat Bordes
= 1,5x2,5x0,12x2400 = 108 kg
Berat tegel = 1,5x2,5x0,1x24
= 9 kg
Berat spesi = 1,5x2,5x0,1x21
= 7,875 kg Balok Bordes
= 0,3x0,2x2,5x2400 = 360 kg
Berat Handrill = ditaksir
= 15 kg - tangga 2 sama dengan tangga 1
Pelat Tangga = 2x 1,7x3,884x0,15x2400
=4754,016 kg
AnakTangga = 2x 0,5x0,29x0,18x1,7x12x2400=2555,712
kg Spesi anak tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x21
= 40,27
kg Tegel Anak Tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x24
=46,02 kg
111 Bordes
Berat Plat Bordes = 1,5x3,5x0,15x2400
= 1890 kg
Berat tegel = 1,5x3,5x0,1x24
= 12,6 kg
Berat spesi = 1,5x3,5x0,1x21
= 11,025 kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504 kg
Berat Handrill = ditaksir
= 15 kg W
D
= 919154,062 kg Beban hidup:
- Beban hidup = 582,091x250
= 145522,75 kg W
L
= 145522,75 kg
Berat Lantai 5,6 W
5
,W
6
Beban mati : - Pelat Lantai
=24x4,83 +38,95x7+32,95x4,35 × 0,12 ×2400
= 153187,92
kg - Balok Induk60x40 = 238,93x0,6x0,4x2400
= 137623,68 kg - Balok Anak45x30 = 134,67x0,45x0,3x2400
= 43633,08 kg
- Kolom = 0,7x0, x4,3x49x2400
= 247783,2 kg - Tegel
= 531,903 ×0,02×2400
=25531,344 kg - Spesi
= 531,903 ×0,02×2100
= 22339,926 kg - Plafon+penggantung = 531,903x18
= 9574,254 kg - Dinding =
150,44x4,3 ×250
= 161723 kg - Tangga 1
Pelat Tangga = 2x1,2x3,884x0,15 x2400
= 3355,776 kg AnakTangga
= 2x0,5x 0,29x0,18x1,2x12x2400=1804,032 kg
Spesi anak tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x21 =
18,63 kg
Tegel Anak Tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x24 = 32,49
kg Bordes
Berat Plat Bordes = 1,5x2,5x0,12x2400
= 1080 kg
112 Berat tegel
= 1,5x2,5x0,1x24 = 9
kg Berat spesi
= 1,5x2,5x0,1x21 = 7,875
kg Balok Bordes
= 0,3x0,2x2,5x2400 = 360
kg Berat Handrill
= ditaksir = 15
kg - tangga 2
Pelat Tangga = 2x1,7x3,884x0,15x2400
= 4754,016 kg
AnakTangga = 2x0,5x0,29x0,18x1,7x12x2400= 2555,712
kg Spesi anak tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x21
= 40,27
kg Tegel Anak Tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x24
=46,02 kg
Bordes Berat Plat Bordes
= 1,5x3,5x0,15x2400 = 1890
kg Berat tegel
= 1,5x3,5x0,1x24 = 12,6
kg Berat spesi
= 1,5x3,5x0,1x21 = 11,025
kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504
kg Berat Handrill
= ditaksir = 15
kg W
D
= 817907,85 kg Beban hidup:
- Beban hidup = 531,903x250
=132975,625 kg W
L
= 132975,625
kg
Berat Lantai 7 W
7
Beban mati : - Pelat Lantai
= 24x4,83 +38,95x7+32,95x4,35 ×0,12 × 2400
=153187,92 kg
- Balok Induk60x40 =24+2x38,95+32,95+16,18x6+7x2400 = 573432
kg - Balok Anak45x30 = 134,67x0,45x0,3x2400
= 43623,36 kg - Kolom
= 0,7x0,7x4,3x49x2400 = 247783,2 kg
113 - Tegel
= 531,903 ×0,02×2400 =
25531,344 kg
- Spesi = 531,903
×0,02×2100 = 22339,926 kg
- Plafon+penggantung = 531,903x18 = 9574,254 kg
- Dinding = 162,38 x 4,3
×250 = 174558,5 kg
- Tangga 1 Pelat Tangga
= 2x1,2x3,884x0,15x2400 = 3355,776
kg AnakTangga
= 2x 0,5x0,29x0,18x1,2x12x2400= 1804,032 kg Spesi anak tangga =2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x21
= 18,63 kg
Tegel Anak Tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x24 =32,49 kg
Bordes Berat Plat Bordes
= 1,5x2,5x0,12x2400 = 1080kg
Berat tegel = 1,5x2,5x0,1x24
= 9kg Berat spesi
= 1,5x2,5x0,1x21 = 7,875 kg
Balok Bordes = 0,3x0,2x2,5x2400
= 360 kg Berat Handrill
= ditaksir = 15
kg - tangga 2
Pelat Tangga = 2x1,7x3,884x0,15x2400
=4754,016 kg
AnakTangga = 2x0,5x 0,29x0,18x1,7x12x2400 =2555,712 kg
Spesi anak tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x21 =
40,27 kg
Tegel Anak Tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x24 =46,02 kg
Bordes Berat Plat Bordes
= 1,5x3,5x0,15x2400 = 1890
kg Berat tegel
= 1,5x3,5x0,1x24 = 12,6
kg Berat spesi
= 1,5x3,5x0,1x21 = 11,025
kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504
kg Berat Handrill
= ditaksir = 15 kg
W
D
=1266541,95 kg
114 Beban hidup:
- Beban hidup = 531,903 x250
=132975,625 kg W
L
=132975,625 kg
Berat Lantai 8 W
8
Beban mati : - Pelat Lantai
= 24x4,83 +38,95x7+32,95x4,35 ×0,12 ×2400
= 153187,92 kg - Balok Induk60x40 = 238,93x0,6x0,4 x 2400
= 137623,68 kg - BalokAnak45x30 =134,67x0,45x0,3x2400
= 43633,08 kg
- Kolom = 0,7x0,7x4,3x49x2400
= 247783,2 kg - Tegel
= 531,903 ×0,02×2400
= 25531,344 kg - Spesi
= 531,903 ×0,02×2100 =
22339,926 kg
- Plafon+penggantung = 531,903x18 = 9574,254
kg - Dinding
= 134,59 x 4,3 ×250
= 144684,25 kg - Tangga 1
Pelat Tangga = 2x1,2x3,884x0,15x2400
= 3355,776 kg
AnakTangga = 2x0,5x0,29x0,18x1,2x12x2400= 1804,032
kg Spesi anak tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x21
= 18,63
kg Tegel Anak Tangga = 2[12x0,29x1,2x0,1+12x0,18x1,2x0,1]x24
=32,49 kg
Bordes Berat Plat Bordes
= 1,5x2,5x0,12x2400 = 1080
kg Berat tegel
= 1,5x2,5x0,1x24 = 9
kg Berat spesi
= 1,5x2,5x0,1x21 = 7,875
kg Balok Bordes
= 0,3x0,2x2,5x2400 = 360
kg Berat Handrill
= ditaksir = 15
kg tangga 2
Pelat Tangga = 2x1,7x3,884x0,15x2400
= 4754,016 kg
AnakTangga = 2x0,5x0,29x0,18x1,7x12 x2400=2555,712
kg
115 Spesi anak tangga =2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x21
= 40,27
kg Tegel Anak Tangga = 2[12x0,29x1,7x0,1+12x0,18x1,7x0,1]x24
=46,02 kg Bordes
Berat Plat Bordes = 1,5x3,5x0,15x2400
= 1890 kg
Berat tegel = 1,5x3,5x0,1x24
= 12,6 kg
Berat spesi = 1,5x3,5x0,1x21
= 11,025 kg Balok Bordes
= 0,3x0,2x3,5x2400 = 504
kg Berat Handrill
= ditaksr = 15
kg W
D
= 800869,1 kg Beban hidup:
- Beban hidup = 531,903 x400
= 212761,2 kg W
L
= 212761,2 kg
Berat Lantai Atap W
9
Beban mati : - Pelat Lantai
= 24x4,83 +38,95x7+32,95x4,35 ×0,12 × 2400
= 153187,92 kg - Balok Induk60x40 =238,93x0,6x0,4x2400
= 137623,68 kg - Balok Anak45x30 =134,67x0,45x0,3x2400
= 323208 kg - Kolom
= 0,5x0,7x0,7x4,3x49x2400 = 123891,6 kg
- Tegel = 531,903
×0,02×2400 = 25531,344 kg
- Spesi = 531,903
×0,02×2100 = 22339,926 kg
- Plafon+penggantung = 531,903x18 = 9574,254
kg - Beban hujan 5 cm
= 531,903x0,05x1000 = 26595,125 kg
- Tangga 1 = 0,5x6682,8
= 3341,402 kg - Tangga 2
= 0,5x9828,643 = 4914,32 kg
- Lift + Mesin = 2 x 8850
= 17700 kg
- Plat Penutup Ruang ME = 4,4 x 3,75 x 0,10 x 2400 =3960 kg
- Dinding Ruang ME = 16,3 x 2,2 x 250 = 19500
kg WD
= 871367,653 kg
116 Beban hidup:
- Beban hidup = 531,903 x100
= 53190,3 kg
WL = 53190,3
kg Besarnya akumulasi beban lantai diperhitungkan sebagai berikut:
W = W
D
+ 0.3 W
L
Gedung A
• Lantai 1,2 W
1
,W
2
W
1
= 933300,205 kg + 0,3 x 164635 kg = 982690,705 kg • Lantai 3 W
3
W
3
= 972224.156 kg + 0,3 x 164635 kg = 1021614,656 kg • Lantai 4 W
4
W
4
= 590852,895 kg + 0,3 × 289932 kg = 677832,495 kg
• Lantai 5,6,7, W
5
, W
6
, W
7
, W
2
= 791313,581 kg + 0,3 × 139332,5 kg = 833113,331 kg
• Lantai 8 W
8
W
8
= 791313,581 kg + 0,3 × 222932 kg = 858193,181 kg
• Lantai Atap W
9
W
9
= 557535,545 kg + 0.3 × 55733 kg = 574255,445 kg
Berat total bangunan Wt = W
1
+ W
2
+ W
3
+ W
4
+ W
5
+ W
6
+ W
7
+ W
8
+ W
9
=982690,705 ×2+1021614,656+677832,495
+ 833113,331 ×3 + 858193,181+ 72475,445
= 7094837,18 kg
Gedung B
• Lantai 1,2 W
1,
W
2
W
1
= 726779,335kg+0,3x132975,75kg = 766672,06kg • Lantai 3 W
3
W
3
= 1007591,729kg+0,3x 145522,75 kg = 1051248,554 kg
117 • Lantai 4 W
4
W
4
= 919154,062kg+0,3x145522,75 kg = 962811,311 kg • Lantai 5, 6 W
5
,W
6
W
5 ,6
= 817907,85kg+0,3x132975,625 kg = 857800,5375 kg • Lantai 7 W
7
W
7
= 1266541,95kg+0,3x132975,625kg = 1306434,637 kg • Lantai 8 W
8
W
8
= 800869,1 kg + 0,3x 212761,2 kg = 864697,46 kg • Lantai Atap W
9
W
9
= 871367,653 kg+0,3x53190,3 kg = 887324,743 kg Berat total bangunan Wt = W
1
+ W
2
+ W
3
+ W
4
+ W
5
+ W
6
+ W
7
+W
8
+W
9
=2x766672,06+1051248,554+ 962811,311+2x857800,5375+
1306434,637+864697,46+887324,743 = 8321461,9kg
4.3.3.8 Periode Getar Bangunan T
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