perhitungan beban tiap batang
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desain atap bajaTRANSCRIPT
![Page 1: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/1.jpg)
TABEL BERAT FRAME ATAS DAN FRAME BAWAH
BATANG PROFILq BERAT
( kg/m ) ( kg/m )
U1 UNP.200*80*7.5 24.6 1.339 32.939U2 UNP.200*80*7.5 24.6 1.420 34.932U3 UNP.200*80*7.5 24.6 1.420 34.932U4 UNP.200*80*7.5 24.6 1.420 34.932U5 UNP.200*80*7.5 24.6 1.420 34.932U6 UNP.200*80*7.5 24.6 1.420 34.932U7 UNP.200*80*7.5 24.6 1.420 34.932U8 UNP.200*80*7.5 24.6 1.420 34.932U9 UNP.200*80*7.5 24.6 1.420 34.932U10 UNP.200*80*7.5 24.6 1.339 32.939U11 UNP.200*80*7.5 24.6 1.339 32.939U12 UNP.200*80*7.5 24.6 1.420 34.932U13 UNP.200*80*7.5 24.6 1.420 34.932U14 UNP.200*80*7.5 24.6 1.420 34.932U15 UNP.200*80*7.5 24.6 1.420 34.932U16 UNP.200*80*7.5 24.6 1.420 34.932U17 UNP.200*80*7.5 24.6 1.420 34.932U18 UNP.200*80*7.5 24.6 1.420 34.932U19 UNP.200*80*7.5 24.6 1.420 34.932U20 UNP.200*80*7.5 24.6 1.339 32.939U21 UNP.200*80*7.5 24.6 1.300 31.980U22 UNP.200*80*7.5 24.6 1.300 31.980U23 UNP.200*80*7.5 24.6 1.300 31.980U24 UNP.200*80*7.5 24.6 1.300 31.980U25 UNP.200*80*7.5 24.6 1.300 31.980U26 UNP.200*80*7.5 24.6 1.300 31.980U27 UNP.200*80*7.5 24.6 1.300 31.980U28 UNP.200*80*7.5 24.6 1.300 31.980U29 UNP.200*80*7.5 24.6 1.300 31.980U30 UNP.200*80*7.5 24.6 2.600 63.960U31 UNP.200*80*7.5 24.6 1.300 31.980U32 UNP.200*80*7.5 24.6 1.300 31.980U33 UNP.200*80*7.5 24.6 1.300 31.980U34 UNP.200*80*7.5 24.6 1.300 31.980U35 UNP.200*80*7.5 24.6 1.300 31.980U36 UNP.200*80*7.5 24.6 1.300 31.980U37 UNP.200*80*7.5 24.6 1.300 31.980U38 UNP.200*80*7.5 24.6 1.300 31.980
PANJANG ( m )
![Page 2: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/2.jpg)
U39 UNP.200*80*7.5 24.6 1.300 31.980TOTAL BERAT FRAME ATAS & BAWAH 1330.270
![Page 3: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/3.jpg)
TABEL BERAT KUDA - KUDA VERTIKAL
BATANG PROFILq 2q ( DOUBLE )
( kg/m ) ( kg/m )
S6.1 L. 60*60*6 5.42 10.84 0.526
S6.2 L. 60*60*6 5.42 10.84 1.051
S6.3 L. 60*60*6 5.42 10.84 1.577
S6.4 L. 60*60*6 5.42 10.84 2.102
S6.5 L. 60*60*6 5.42 10.84 2.627
S6.6 L. 60*60*6 5.42 10.84 3.152
S6.7 L. 60*60*6 5.42 10.84 3.678
S6.8 L. 60*60*6 5.42 10.84 4.203
S6.9 L. 60*60*6 5.42 10.84 4.728
S6.10 L. 60*60*6 5.42 10.84 4.728
S6.11 L. 60*60*6 5.42 10.84 4.203
S6.12 L. 60*60*6 5.42 10.84 3.678
S6.13 L. 60*60*6 5.42 10.84 3.152
S6.14 L. 60*60*6 5.42 10.84 2.627
S6.15 L. 60*60*6 5.42 10.84 2.102
S6.16 L. 60*60*6 5.42 10.84 1.577
S6.17 L. 60*60*6 5.42 10.84 1.051
S6.18 L. 60*60*6 5.42 10.84 0.526TOTAL BERAT KUDA - KUDA VERTIKAL
PANJANG ( m )
![Page 4: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/4.jpg)
TABEL BERAT KUDA - KUDA VERTIKALBERAT
( kg/m )
5.702
11.393
17.095
22.786
28.477
34.168
39.870
45.561
51.252
51.252
45.561
39.870
34.168
28.477
22.786
17.095
11.393
5.702512.602
![Page 5: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/5.jpg)
TABEL BERAT KUDA - KUDA VERTIKAL
BATANG PROFILq 2q ( DOUBLE )
( kg/m ) ( kg/m )
S5.1 L. 50*50*5 3.77 7.54 1.672
S5.2 L. 50*50*5 3.77 7.54 1.672
S5.3 L. 50*50*5 3.77 7.54 2.470
S5.4 L. 50*50*5 3.77 7.54 2.470
S5.5 L. 50*50*5 3.77 7.54 3.410
S5.6 L. 50*50*5 3.77 7.54 3.410
S5.7 L. 50*50*5 3.77 7.54 4.399
S5.8 L. 50*50*5 3.77 7.54 4.399
S5.9 L. 50*50*5 3.77 7.54 4.399
S5.10 L. 50*50*5 3.77 7.54 4.399
S5.11 L. 50*50*5 3.77 7.54 3.410
S5.12 L. 50*50*5 3.77 7.54 3.410
S5.13 L. 50*50*5 3.77 7.54 2.470
S5.14 L. 50*50*5 3.77 7.54 2.470
S5.15 L. 50*50*5 3.77 7.54 1.672
S5.16 L. 50*50*5 3.77 7.54 1.672TOTAL BERAT KUDA - KUDA VERTIKAL
PANJANG ( m )
![Page 6: perhitungan beban tiap batang](https://reader036.vdocuments.mx/reader036/viewer/2022082408/55cf9704550346d0338f4a2b/html5/thumbnails/6.jpg)
TABEL BERAT KUDA - KUDA VERTIKALBERAT
( kg/m )
12.607
12.607
18.624
25.711
25.711
33.168
33.168
33.168
33.168
33.168
25.711
25.711
18.624
18.624
12.607
12.607374.987