perhitungan beban tiap batang

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TABEL BERAT FRAME ATAS DAN FRAME BAWAH BATANG PROFIL q BERAT ( kg/m ) ( kg/m ) U1 UNP.200*80*7.5 24.6 1.339 32.939 U2 UNP.200*80*7.5 24.6 1.420 34.932 U3 UNP.200*80*7.5 24.6 1.420 34.932 U4 UNP.200*80*7.5 24.6 1.420 34.932 U5 UNP.200*80*7.5 24.6 1.420 34.932 U6 UNP.200*80*7.5 24.6 1.420 34.932 U7 UNP.200*80*7.5 24.6 1.420 34.932 U8 UNP.200*80*7.5 24.6 1.420 34.932 U9 UNP.200*80*7.5 24.6 1.420 34.932 U10 UNP.200*80*7.5 24.6 1.339 32.939 U11 UNP.200*80*7.5 24.6 1.339 32.939 U12 UNP.200*80*7.5 24.6 1.420 34.932 U13 UNP.200*80*7.5 24.6 1.420 34.932 U14 UNP.200*80*7.5 24.6 1.420 34.932 U15 UNP.200*80*7.5 24.6 1.420 34.932 U16 UNP.200*80*7.5 24.6 1.420 34.932 U17 UNP.200*80*7.5 24.6 1.420 34.932 U18 UNP.200*80*7.5 24.6 1.420 34.932 U19 UNP.200*80*7.5 24.6 1.420 34.932 U20 UNP.200*80*7.5 24.6 1.339 32.939 U21 UNP.200*80*7.5 24.6 1.300 31.980 U22 UNP.200*80*7.5 24.6 1.300 31.980 U23 UNP.200*80*7.5 24.6 1.300 31.980 U24 UNP.200*80*7.5 24.6 1.300 31.980 U25 UNP.200*80*7.5 24.6 1.300 31.980 U26 UNP.200*80*7.5 24.6 1.300 31.980 U27 UNP.200*80*7.5 24.6 1.300 31.980 U28 UNP.200*80*7.5 24.6 1.300 31.980 U29 UNP.200*80*7.5 24.6 1.300 31.980 U30 UNP.200*80*7.5 24.6 2.600 63.960 U31 UNP.200*80*7.5 24.6 1.300 31.980 U32 UNP.200*80*7.5 24.6 1.300 31.980 U33 UNP.200*80*7.5 24.6 1.300 31.980 U34 UNP.200*80*7.5 24.6 1.300 31.980 PANJANG ( m )

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Page 1: perhitungan beban tiap batang

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

U39 UNP.200*80*7.5 24.6 1.300 31.980TOTAL BERAT FRAME ATAS & BAWAH 1330.270

Page 3: perhitungan beban tiap batang

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

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

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

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