tabel hitung beton dan baja

MUTU BAJA (menurut PBI 1971)

Tegangan leleh baja (kg/cm2)U - 22 baja lunak 2200 kg/cm2U - 24 baja lunak 2400 kg/cm2U - 32 baja sedang 3200 kg/cm2U - 39 baja keras 3900 kg/cm2U - 48 baja keras 4800 kg/cm2

Tegangan tarik/tekan yang diijinkan (kg/cm2)beban tetap beban sementara

U - 22 1250 1800U - 24 1400 2000U - 32 1850 2650U - 39 2250 3200U - 48 2750 4000Umum 0.58 x teg.leleh 0.83 x teg.lelehteg.leleh 2200 3900Umum 1276 3237

Kekuatan tarik/tekan baja rencana (kg/cm2)U - 22 1910U - 24 2080U - 32 2780U - 39 3390U - 48 4170Umum 0.87 x teg.lelehteg.leleh 4800Umum 4176

MUTU BETON (menurut PBI 1971)

K125 struktur 125 kg/cm2K175 struktur 175 kg/cm2K225 struktur 225 kg/cm2

Tegangan beton yang diijinkan (PBI 1971)

Mutu Tegangan yang diijinkan (kg/cm2)beban tetap beban sementara

Kuat tekan B1 K125 K175 K225 Umum B1 K125 K175 K225 UmumKarakteristik 100 125 175 225 100 125 175 225Lenturan tanpa dan/atau dgn gayanormal :Tekan 35 40 60 75 55 70 100 125Tarik 5 5.5 6.5 7 7 7.5 9 10Gaya aksialTekan 35 40 60 75 55 70 100 125Tarik 4 4 5 5.5 5 5.5 6.5 7.5Geser oleh lenturatau puntir :Tanpa tul geser 4.5 5 5.5 6.5 7 7.5 9 10Dgn tul geser 11 12 14 16 17 19 22 25Geser oleh lenturdengan puntir :Tanpa tul geser 5.5 6 7 8 8.5 9.5 11 13Dgn tul geser 14 15 18 20 21 24 28 32Geser pons padapenampang kritisTanpa tul geser 6.5 7.5 8.5 10 10 11 13 15Dgn tul geser 13 15 17 20 20 22 26 30

Cdesign Consultant Tabel Beton

Version 04/20/2023, 02:12:54 Design by Teguh Santoso SPdLiterature : Diktat SKSNI 1991

TABELMENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu

Mutu beton (Mpa) 20 K175/K225Mutu baja (Mpa) 240 U24/U32

Diameter Jarak Nilai vu (TON) untuk lebar balok b (mm)sengkang sengkang 130 250 300 350 400 450 500 550

mm mm8 75 1.9312 1.2189 1.0903 0.9984 0.9295 0.8759 0.8331 0.79808 100 1.5602 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.71038 125 1.3376 0.9102 0.8331 0.7779 0.7366 0.7044 0.6787 0.65778 150 1.1892 0.8331 0.7687 0.7228 0.6884 0.6616 0.6401 0.62268 175 1.0832 0.7779 0.7228 0.6834 0.6539 0.6309 0.6126 0.59758 200 1.0037 0.7366 0.6884 0.6539 0.6281 0.6080 0.5919 0.57888 225 0.9419 0.7044 0.6616 0.6309 0.6080 0.5901 0.5758 0.56418 250 0.8924 0.6787 0.6401 0.6126 0.5919 0.5758 0.5630 0.55248 275 0.8519 0.6577 0.6226 0.5975 0.5788 0.5641 0.5524 0.54298 300 0.8182 0.6401 0.6080 0.5850 0.5678 0.5544 0.5437 0.5349

10 75 2.7660 1.6530 1.4520 1.3085 1.2008 1.1171 1.0501 0.995310 100 2.1863 1.3515 1.2008 1.0932 1.0124 0.9496 0.8994 0.858310 125 1.8385 1.1707 1.0501 0.9640 0.8994 0.8491 0.8089 0.776110 150 1.6066 1.0501 0.9496 0.8778 0.8240 0.7821 0.7487 0.721210 175 1.4410 0.9640 0.8778 0.8163 0.7702 0.7343 0.7056 0.682110 200 1.3168 0.8994 0.8240 0.7702 0.7298 0.6984 0.6733 0.652710 225 1.2201 0.8491 0.7821 0.7343 0.6984 0.6705 0.6482 0.629910 250 1.1428 0.8089 0.7487 0.7056 0.6733 0.6482 0.6281 0.611610 275 1.0796 0.7761 0.7212 0.6821 0.6527 0.6299 0.6116 0.596710 300 1.0269 0.7487 0.6984 0.6625 0.6356 0.6147 0.5979 0.584212 75 3.7862 2.1835 1.8941 1.6874 1.5324 1.4118 1.3154 1.236412 100 2.9515 1.7494 1.5324 1.3774 1.2611 1.1707 1.0983 1.039112 125 2.4506 1.4890 1.3154 1.1913 1.0983 1.0260 0.9681 0.920712 150 2.1167 1.3154 1.1707 1.0673 0.9898 0.9295 0.8813 0.841812 175 1.8782 1.1913 1.0673 0.9787 0.9123 0.8606 0.8193 0.785512 200 1.6993 1.0983 0.9898 0.9123 0.8542 0.8089 0.7728 0.743212 225 1.5602 1.0260 0.9295 0.8606 0.8089 0.7687 0.7366 0.710312 250 1.4489 0.9681 0.8813 0.8193 0.7728 0.7366 0.7077 0.684012 275 1.3579 0.9207 0.8418 0.7855 0.7432 0.7103 0.6840 0.662512 300 1.2820 0.8813 0.8089 0.7573 0.7185 0.6884 0.6643 0.6445

Catatan : 2.2361vu maksimum (Mpa) = 2.2361

Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar

Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc)

Cara pemakaian :b = 200 ; h = 400 ; V = 1500 kg = 15000 N

Vu = 15000/(200x400)Vu = 0.1875



TABELMENENTUKAN DIAMATER dan JARAK SENGKANG JIKA DIKETAHUI vu

Mutu beton (Mpa) 20 K175/K225Mutu baja (Mpa) 240 U24/U32

Diameter Jarak Nilai vu (KG) untuk lebar balok b (mm)sengkang sengkang 130 150 200 250 300 350 400 450 500 550

mm mm8 75 2 173 141 122 109 100 93 88 83 808 100 156 141 117 103 93 86 81 77 74 718 125 134 122 103 91 83 78 74 70 68 668 150 119 109 93 83 77 72 69 66 64 628 175 108 100 86 78 72 68 65 63 61 608 200 100 93 81 74 69 65 63 61 59 588 225 94 88 77 70 66 63 61 59 58 568 250 89 83 74 68 64 61 59 58 56 558 275 85 80 71 66 62 60 58 56 55 548 300 82 77 69 64 61 59 57 55 54 53

10 75 277 246 195 165 145 131 120 112 105 10010 100 219 195 158 135 120 109 101 95 90 8610 125 184 165 135 117 105 96 90 85 81 7810 150 161 145 120 105 95 88 82 78 75 7210 175 144 131 109 96 88 82 77 73 71 6810 200 132 120 101 90 82 77 73 70 67 6510 225 122 112 95 85 78 73 70 67 65 6310 250 114 105 90 81 75 71 67 65 63 6110 275 108 100 86 78 72 68 65 63 61 6010 300 103 95 82 75 70 66 64 61 60 5812 75 379 334 262 218 189 169 153 141 132 12412 100 295 262 207 175 153 138 126 117 110 10412 125 245 218 175 149 132 119 110 103 97 9212 150 212 189 153 132 117 107 99 93 88 8412 175 188 169 138 119 107 98 91 86 82 7912 200 170 153 126 110 99 91 85 81 77 7412 225 156 141 117 103 93 86 81 77 74 7112 250 145 132 110 97 88 82 77 74 71 6812 275 136 124 104 92 84 79 74 71 68 6612 300 128 117 99 88 81 76 72 69 66 64

Catatan : 223.6068vu maksimum (KG) = 224

Artinya tegangan vu > vu maksimum, jadi lebar balok diperbesar

Vu =(2.0,25.3,14.0,6.fy)/(b.s) + 0,6/6.sqrt(fc)

Cara pemakaian :b = 200 ; h = 400 ; V = 1500 kg = 15000 N

Vu = 15000/(200x400) 0.1875Vu = 0.1875

FY D kaki d s vs Av2400 50 2 8 7.5 16084.95 1.340413 H50 ; d8-75 ; 1.34mm2 ; 16084kg(2)2400 50 2 8 10 12063.72 1.00531 H50 ; d8-100 ; 1.005mm2 ; 12063kg(2)2400 50 2 8 12.5 9650.973 0.804248 H50 ; d8-125 ; 0.804mm2 ; 9650kg(2)2400 50 2 8 15 8042.477 0.670206 H50 ; d8-150 ; 0.67mm2 ; 8042kg(2)2400 50 2 8 17.5 6893.552 0.574463 H50 ; d8-175 ; 0.574mm2 ; 6893kg(2)2400 50 2 8 20 6031.858 0.502655 H50 ; d8-200 ; 0.502mm2 ; 6031kg(2)

H25 ; d8-75 ; 1.34mm2 ; 8042kg(2)H25 ; d8-100 ; 1.005mm2 ; 6031kg(2)H25 ; d8-125 ; 0.804mm2 ; 4825kg(2)H25 ; d8-150 ; 0.67mm2 ; 4021kg(2)H25 ; d8-175 ; 0.574mm2 ; 3446kg(2)H25 ; d8-200 ; 0.502mm2 ; 3015kg(2)






PERHITUNGAN GESER BALOK

Mutu Bahan :Beton : 15 MpaBaja : 240 Mpa

Tul utama : 12 mmSengkang : 8 mm

No Dimensi Balok D Jumlah kaki jarak Vc VsB ( cm ) H ( cm ) cm mm kg kg kg

1 13 25 20.6 2 75 1729 6624 50112 13 25 20.6 2 100 1729 4968 40183 13 25 20.6 2 150 1729 3312 30244 20 25 20.6 2 200 2659 2484 3086

5 20 40 35.6 2 75 4596 11447 96266 20 40 35.6 2 100 4596 8585 79097 20 40 35.6 2 150 4596 5723 61928 20 40 35.6 2 200 4596 4293 5333

9 20 45 40.6 2 75 5241 13054 1097710 20 45 40.6 2 100 5241 9791 901911 20 45 40.6 2 150 5241 6527 706112 20 45 40.6 2 200 5241 4895 6082

13 20 50 45.6 2 75 5887 14662 1232914 20 50 45.6 2 100 5887 10997 1013015 20 50 45.6 2 150 5887 7331 793116 20 50 45.6 2 200 5887 5498 6831

17 20 55 50.6 2 75 6532 16270 1368118 20 55 50.6 2 100 6532 12202 1124119 20 55 50.6 2 150 6532 8135 880020 20 55 50.6 2 200 6532 6101 7580

21 20 60 55.6 2 75 7178 17877 1503322 20 60 55.6 2 100 7178 13408 1235223 20 60 55.6 2 150 7178 8939 967024 20 60 55.6 2 200 7178 6704 8329

fVn

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 2)

Jarak 6 8 10 12 13 16 19 22 2D12=226 d8-75 =1.340/2.011 2d8=10075 0.754 1.340 2.094 3.016 3.540 5.362 7.561 10.137 3D12=339 d8-100=1.000/1.508 4d8=201

100 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603 4D12=452 d8-125=0.804/1.206 6d8=301125 0.452 0.804 1.257 1.810 2.124 3.217 4.536 6.082 5D12=565 d8-150=0.670/1.004 8d8=402150 0.377 0.670 1.047 1.508 1.770 2.681 3.780 5.068 6D12=678 d8-175=0.574/0.862 10d8=502175 0.323 0.574 0.898 1.293 1.517 2.298 3.240 4.344 7D12=791 d8-200=0.503/0.754200 0.283 0.503 0.785 1.131 1.327 2.011 2.835 3.801 8D12=904 2d10=157

9D12=1017 d10-75 =2.904/3.142 4d10=31410D12=1130 d10-100=1.571/2.356 6d10=471

LUAS TULANGAN SENGKANG DALAM MM2 (Jumlah kaki = 3) Tension 0.8 d10-125=1.257/1.885 8d10=628(T) 0.65 d10-150=1.047/1.571 10d10=785

Jarak 6 8 10 12 13 16 19 22 Shear 0.6 d10-175=0.898/1.34675 1.131 2.011 3.142 4.524 5.309 8.042 11.341 15.205 (S) 0.70 d10-200=0.785/1.178

100 0.848 1.508 2.356 3.393 3.982 6.032 8.506 11.404125 0.679 1.206 1.885 2.714 3.186 4.825 6.805 9.123150 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603175 0.485 0.862 1.346 1.939 2.275 3.447 4.860 6.517200 0.424 0.754 1.178 1.696 1.991 3.016 4.253 5.702

0.754

Fy : 350 Mpa cover : 25 mm fcs MpaFc' : 15 Mpa fys MpaTul utama : 13 mm

b mm h mm Mn kgm200 600 4 3 8653 d8-200 2 6913.186200 250 3 3 2017 d8-75 2 5242.689200 250 4 4 2657 d10-150 2 4311.083200 250 5 5 3362 d8-200 2 2638.248200 250 6 6 4034 d8-75 2 5242.689200 250 7 7 4705 d8-75 2 5242.689200 250 8 8 5377 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689200 250 3 3 2017 d8-75 2 5242.689

f Vn kg

15240

m v7362 4753

B5 B6 B71111 1111 1111

130 130 130250 250 400

1.75 2 22P 0P 0P

130 130 130500 350 250

6 4 2

#REF! #REF! 0.00#REF! #REF! #REF!#REF! #REF! #REF!

trapesium3 trapesium3 segitiga32.00 2.00 1.001.75 2 2

#REF! #REF! #REF!trapesium4 trapesium4 segitiga4

0.75 2.00 1.001.75 2 2

#REF! #REF! #REF!93.6 93.6 149.76

3 3 3900 900 900

#REF! #REF! #REF!#REF! 0.00 0.00

trapesium1 trapesium1 trapesium10 0.875 06 4 2

#REF! #REF! #REF!trapesium2 trapesium2 trapesium2

0.75 1.375 1.56 4 2

#REF! #REF! #REF!187.2 131.04 93.6

3 3 3900 900 900

#REF! #REF! #REF!

#REF! 0.00 0.00#REF! #REF! #REF!

6 4 2

B8 B9 B101111 1111 1111

130 130 130250 250 250

2 2 20P 0P 0P

130 130 130400 400 400

5 5 5

#REF! #REF! #REF!#REF! #REF! #REF!#REF! #REF! #REF!

trapesium3 trapesium3 trapesium31.25 1.25 1.25

2 2 2#REF! #REF! #REF!

segitiga4 segitiga4 segitiga41 1 12 2 2

#REF! #REF! #REF!93.6 93.6 93.6

3 3 3900 900 900

#REF! #REF! #REF!0.00 0.00 0.00


5 5 5#REF! #REF! #REF!


5 5 5#REF! #REF! #REF!149.76 149.76 149.76

3 3 3900 900 900

#REF! #REF! #REF!

0.00 0.00 0.00#REF! #REF! #REF!

5 5 5



TABELLUAS DAN JARAK TULANGAN PELAT UNTUK LEBAR 100 CM

Jarak Jumlah Diameter Tulangan (mm)AS ke Batang 6 8 10 12 13 16 19 22AS (mm) per meter Luas tulangan (mm2)

75 13.3 377 670 1047 1507 1769 2679 3778 5066100 10.0 283 502 785 1130 1327 2010 2834 3799125 8.0 226 402 628 904 1061 1608 2267 3040150 6.7 188 335 523 754 884 1340 1889 2533175 5.7 161 287 449 646 758 1148 1619 2171200 5.0 141 251 393 565 663 1005 1417 1900

Aplat = 1000/s.0,25.3,14.d^2

koefisen penulangan begel / m'tump lap

Dia utama 13 13 6 0.22Dia begel 8 8 8 0.39Jarak 150 200 10 0.62Dimensi x 150 150 12 0.89Dimensi y 200 200 13 1.04penutup beton 20 20 16 1.58

1.842 1.381 19 2.231.61161 kg 22 2.98

25 3.85koefisen penulangan plat ( 1 layer) / m2 29 5.03

sb X sb Y 32 6.3Dia 8 8Jarak 125 125

3.432 3.4326.864 kg

koefisen penulangan balok / m'tum lap

Dia tepi 16 16Dia tengah 12 12Dia tambahan 10 10Jml utama tepi 4 4Jml utama tengah 2 2Jml tambahan 2 2

9.34 9.3410.274 kg



TABELLUAS PENAMPANG BAJA TULANGAN

D G Luas tulangan (mm2)(mm) kg/m 1 2 3 4 5 6 7 8 9 10

6 0.22 28 57 85 113 141 170 198 226 254 2838 0.39 50 100 151 201 251 301 352 402 452 502

10 0.62 79 157 236 314 393 471 550 628 707 78512 0.89 113 226 339 452 565 678 791 904 1017 113013 1.04 133 265 398 531 663 796 929 1061 1194 132716 1.58 201 402 603 804 1005 1206 1407 1608 1809 201019 2.23 283 567 850 1134 1417 1700 1984 2267 2550 283422 2.98 380 760 1140 1520 1900 2280 2660 3040 3419 379925 3.85 491 981 1472 1963 2453 2944 3434 3925 4416 490629 5.03 660 1320 1981 2641 3301 3961 4621 5281 5942 660232 6.3 804 1608 2412 3215 4019 4823 5627 6431 7235 8038

SPESIFIKASI JKBL BRC

REF MAIN WARE CROSS WIRE AREA MASSNO D S D S MAIN WARE CROSS WIRE UNIT PER SHEET PER ROLL

mm mm mm mm mm2/mm mm2/mm kg/m2 kg kg

M10 10 150 10 150 524 524 8.22 96.55M9 9 150 9 150 424 424 6.66 78.21M8 5 150 5 150 335 335 5.26 61.79M7 7 150 7 150 257 257 4.03 47.31M6 6 150 6 150 188 188 2.96 34.76 347.58M5 5 150 5 150 131 131 2.06 24.14 241.37M4 4 150 4 150 084 084 1.32 15.45 154.48

B9 9 150 9 200 636 251 6.97 81.7B8 8 150 8 200 503 251 5.92 69.25B7 7 150 7 200 385 192 4.53 53.02B6 6 150 6 200 283 192 3.73 43.5 434.97B5 5 150 5 200 196 192 3.05 35.44 354.4

Lampiran

Cdesign

KOEFISIEN PLAT

1 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2 2.1 2.2 2.3 2.4 2.5 >2.5I Mlx 44 52 59 66 73 78 84 88 93 97 100 103 106 108 110 112 125

Mly 44 45 45 44 44 43 41 40 39 38 37 36 35 34 33 32 25II Mlx 21 25 28 31 34 36 37 38 40 40 41 41 41 42 42 42 42

Mly 21 21 20 19 18 17 16 14 13 12 12 11 11 11 10 10 8Mtx 52 59 64 69 73 76 79 81 82 83 83 83 83 83 83 83 3Mty 52 54 56 57 57 57 57 57 57 57 57 57 57 57 57 57 57

III Mlx 28 33 38 42 45 48 51 53 55 57 58 59 59 60 61 61 63Mly 28 28 28 27 26 25 23 23 22 21 19 18 17 17 16 16 13Mtx 68 77 85 92 98 103 107 111 113 116 118 119 120 121 122 122 125Mty 68 72 74 76 77 77 78 78 78 78 79 79 79 79 79 79 79

IVA Mlx 22 28 34 42 49 55 62 68 74 80 85 89 93 97 100 103 125Mly 32 35 37 39 40 41 41 41 41 40 39 38 37 36 35 35 25Mty 70 79 87 94 100 105 109 112 115 117 119 120 121 122 123 123 125

IVB Mlx 32 34 36 38 39 40 41 41 42 42 42 42 42 42 42 42 42Mly 22 20 18 17 15 14 13 12 11 10 10 10 9 9 9 9 8Mtx 70 74 77 79 81 82 83 84 84 84 84 84 83 83 83 83 83

VA Mlx 31 38 45 53 60 66 72 78 83 88 92 96 99 102 105 108 125Mly 37 39 41 41 42 42 41 41 40 39 38 37 36 35 34 33 25Mty 84 92 99 104 109 112 115 117 119 121 122 122 123 123 124 124 125

VB Mlx 37 41 45 48 51 53 55 56 58 59 60 60 60 61 61 62 63Mly 31 30 28 27 25 24 22 21 20 19 18 17 17 16 16 15 13Mtx 84 92 98 103 108 111 114 117 119 120 121 122 122 123 123 124 125

VIA Mlx 21 26 31 36 40 43 46 49 51 53 55 56 57 58 59 60 63

Mly 26 27 28 28 27 26 25 23 22 21 21 20 20 19 19 18 13

Mtx 55 65 74 82 89 94 99 103 106 110 114 116 117 118 119 120 125

Mty 60 65 69 72 74 76 77 78 78 78 78 78 78 78 78 79 79VIB Mlx 26 29 32 35 36 38 39 40 40 41 41 42 42 42 42 42 42

Mly 21 20 19 18 17 15 14 13 12 12 11 11 10 10 10 10 8Mtx 60 66 71 74 77 79 80 82 83 83 83 83 83 83 83 83 83Mty 55 57 57 57 58 57 57 57 57 57 57 57 57 57 57 57 57

= Terletak bebas

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Cdesign Consultant Statika Gempa

Version 04/20/2023, 02:12:54 Design by Teguh Santoso SPdLiterature : SKBI 1.3.53.1987

KETAHANAN GEMPA

Faktor Keutamaan IGedung-gedung monumental 1.5Fasilitas penting (rumah sakit sekolah dll) 15Fasilitas distribusi bahan gas dan minyak bumi didaerah perkotaan 2Gedung yang menyimpan bahan berbahaya (gas beracun dll) 2Gedung lain 1Faktor jenis struktur Kjenis gedungPortal daktail beton bertulang 1

beton pratekan (3) 1.4baja 1kayu 1.7

Dinding geser berangkai beton bertulang 1daktail (1)Dinding geser kantilever beton bertulang 1.2daktail (1) dinding berongga bertulang 2.5

kayu (kayu) 2Dinding geser kantilever beton bertulang 1.5dengan daktilitas dinding berongga bertulang 3terbatas (1) kayu (2) 2.5Portal dengan ikatan beton bertulang 2.5diagonal baja 2.5

kayu 3Struktur kantilever tak beton bertulang 2.5bertingkat (5) baja 2.5Cerobong, tangki kecil beton bertulang 3

baja 3Struktur lainKoefisien gempa dasar - C

0 0.5 1 2Wilayah 1 tanah keras 0.09 0.09 - 0.045

tanah lunak 0.13 - 0.13 0.065Wilayah 2 tanah keras 0.07 0.07 - 0.035



tanah lunak 0.05 - 0.05 0.025Wilayah 5 tanah keras 0.04 - - -

tanah lunak 0.03 - 0.03 0.02Wilayah 6 tanah keras 0

tanah lunak 0

back

back

back

Cdesign Consultant Statika Gempa

Version 04/20/2023, 02:12:54 Design by Teguh Santoso SPdLiterature : SKBI 1.3.53.1987

30.0450.0650.0350.0450.0250.0350.0150.025

0.010.02

00



TABELLEBAR BALOK MINIMUM (cm)

D Jumlah Batang Tulangan Baja dalam satu lapis Tambahan2 3 4 5 6 7 8 9 10 per Batang

10 14.50 18.00 21.50 25.00 28.50 32.00 35.50 38.00 41.50 3.5012 14.90 18.60 22.30 26.00 29.70 33.40 37.10 40.80 44.50 3.7013 15.10 18.90 22.70 26.50 30.30 34.10 37.90 41.70 45.50 3.8014 15.30 18.20 23.10 27.00 30.90 34.80 38.70 42.60 46.50 3.9016 15.70 19.80 23.90 28.00 32.10 36.20 40.30 44.40 48.50 4.1018 16.10 20.40 24.70 29.00 33.30 37.60 41.90 46.20 50.50 4.3019 16.30 20.37 25.10 29.50 33.90 38.30 42.70 47.10 51.50 4.4020 16.50 21.00 25.50 30.00 34.50 39.00 43.50 48.00 52.50 4.5022 16.90 21.60 26.30 31.00 35.70 40.40 45.10 49.80 54.50 4.7025 17.50 22.50 27.50 32.50 37.50 42.50 47.50 52.50 57.50 5.0025 18.40 24.00 29.60 35.20 40.80 46.40 52.00 57.60 63.20 5.6029 18.70 24.50 30.30 36.10 41.90 47.70 53.50 59.30 65.10 5.8032 19.60 26.00 32.40 38.80 45.20 51.60 58.00 64.40 70.80 6.4036 20.80 28.00 35.20 42.40 49.60 56.80 64.00 71.20 78.40 7.2040 22.00 30.00 38.00 46.40 54.00 62.00 70.00 78.00 86.00 8.0050 25.00 35.00 45.00 55.00 65.00 75.00 85.00 95.00 105.00 10.00

Cdesign Counsultant Tabel Baja

Version 04/20/2023,02:12:54 Design by Teguh Santoso S.PdLiterature : Tabel Profil Kontruksi Baja

Code 287 Ix (cm4) 721 hb (cm) 20Jenis Baja C (channels) Iy (cm4) 87.5 bs (cm) 7.5Code baja 200.75.20.3,2 Wx (cm3) 72.1 ts (cm) 0.32

Wy (cm3) 16.8 tb (cm) 0.32ix (cm) 7.77 g (kg/m) 9.27iy (cm) 2.71 ex (cm) 0A (cm2) 11.81 ey (cm) 2.27

TABEL KONSTRUKSI BAJA (SERI METRIK)

Profil Kanal Code Baja h (mm) b (mm) d (mm) ts (mm) kg/m' Ix (cm4) Iy(cm4) ix(cm) iy(cm) Wx(cm4) Wy(cm4) A (cm2) ex (mm) ey (mm)

C (channels) 200.75.20.3,2 200 75 3.2 3.2 9.27 721 87.5 7.77 2.71 72.1 16.8 11.81 0 22.7C (channels) 150.75.20.4,5 150 75 4.5 4.5 11 489 99.2 5.92 2.66 65.2 19.8 13.97 0 25C (channels) 150.65.20.3,2 150 65 3.2 3.2 7.51 332 53.8 5.89 2.37 44.3 12.2 9.567 0 21.1C (channels) 150.50.20.4,5 150 50 4.5 4.5 9.2 368 35.7 5.6 1.75 49 10.5 11.72 0 15.4C (channels) 150.50.20.3,2 150 50 3.2 3.2 6.76 280 28.3 5.71 1.81 37.4 8.19 8.607 0 15.4C (channels) 150.50.20.2,3 150 50 2.3 2.3 4.96 210 21.9 5.77 1.86 28 6.33 6.322 0 15.5C (channels) 125.50.20.4,5 125 50 4.5 4.5 8.32 238 33.5 4.74 1.78 38 10.1 10.59 0 16.8C (channels) 125.50.20.4.0 125 50 4 4 7.5 217 33.1 4.77 1.81 34.7 9.38 9.548 0 16.8C (channels) 125.50.20.3,2 125 50 3.2 3.2 6.13 181 26.6 4.82 1.85 29 8.02 7.807 0 16.8C (channels) 125.50.20.2,3 125 50 2.3 2.3 4.51 137 20.6 4.88 1.89 21.9 6.22 5.747 0 16.9C (channels) 100.50.20.4,5 100 50 4.5 4.5 7.43 139 30.9 3.82 1.81 27.7 9.82 9.469 0 18.6C (channels) 100.50.20.4,0 100 50 4 4 6.71 127 28.7 3.85 1.83 25.4 9.13 8.548 0 18.6C (channels) 100.50.20.3,2 100 50 3.2 3.2 5.5 107 24.5 3.9 1.87 21.3 7.81 7.007 0 18.6C (channels) 100.50.20.2,6 100 50 2.6 2.6 4.55 89.7 21 3.93 1.9 17.9 6.68 5.796 0 18.6C (channels) 100.50.20.2,3 100 50 2.3 2.3 4.06 80.7 19 3.95 1.92 16.1 6.06 5.172 0 18.6C (channels) 100.50.20.1,6 100 50 1.6 1.6 2.88 58.4 14 3.99 1.95 11.7 4.47 3.672 0 18.7C (channels) 75.45.15.2,3 75 45 2.3 2.3 3.25 37.1 11.8 3 1.69 9.9 4.24 4.137 0 17.2C (channels) 75.45.15.1,6 75 45 1.6 1.6 2.32 27.1 8.71 3.03 1.72 7.24 3.13 2.952 0 17.2C (channels) 60.30.10.2,3 60 30 2.3 2.3 2.25 15.6 3.32 2.33 1.07 5.2 1.71 2.872 0 10.6C (channels) 60.30.10.1,6 60 30 1.6 1.6 1.63 11.6 2.56 2.37 1.11 3.88 1.32 2.072 0 10.6C (channels) 350.50.50.4,5 350 50 4.5 4.5 15.4 2750 27.5 11.8 1.19 157 6.48 19.58 0 7.5C (channels) 350.50.50.4,0 350 50 4 4 13.7 2470 24.8 11.9 1.19 151 5.81 17.47 0 7.3C (channels) 300.50.50.4,5 300 50 4.5 4.5 13.6 1850 26.8 10.3 1.24 123 6.41 17.33 0 8.2C (channels) 300.50.50.4,0 300 50 4 4 12.1 1660 24.1 10.3 1.25 111 5.74 15.47 0 8C (channels) 250.50.50.4,5 250 50 4.5 4.5 11.8 1160 25.9 8.78 1.31 93 6.31 15.08 0 9.1C (channels) 250.50.50.4,0 250 50 4 4 10.6 1050 23.3 8.81 1.32 83.7 5.66 13.47 0 8.8C (channels) 200.50.50.4,5 200 50 4.5 4.5 10.1 666 24.6 7.2 1.38 66.6 6.18 12.83 0 10.3C (channels) 200.50.50.4,0 200 50 4 4 9 600 22.2 7.23 1.39 60 5.55 11.47 0 10C (channels) 200.50.50.3,2 200 50 3.2 3.2 7.27 490 18.2 7.28 1.4 49 4.51 9.263 0 9.7C (channels) 150.75.75.4,5 150 75 4.5 4.5 10.1 438 71.4 5.84 2.36 58.4 13.2 12.83 0 20.8



C (channels) 150.50.50.4,5 150 50 4.5 4.5 8.31 329 22.8 5.57 1.47 43.9 5.99 10.58 0 12C (channels) 100.50.50.3,2 100 50 3.2 3.2 4.76 93.6 14.9 3.93 1.57 18.7 4.14 6.063 0 14C (channels) 75.40.15.3,2 75 40 3.2 3.2 3 27.3 4.48 2.67 1.08 9.12 6.93 3.823 0.8 7.5C (channels) 60.30.30.2,3 60 30 2.3 2.3 2.03 14.2 2.26 2.34 0.94 4.72 1.06 2.586 0 8.6C (channels) 38.15.15.1,5 38 15 1.5 1.5 0.71 1.93 0.19 1.43 0.45 1.02 0.17 0.901 0 4C (channels) 19.12.12.1,5 19 12 1.5 1.5 0.45 0.3 0.08 0.73 0.37 0.32 0.98 0.563 0 4.1



Code

287288289290291292293294295296297298299300301302303304305306307308309310311312313314315316



317318319320321322

Daftar Faktor Tekuk Tabel untuk perhitungan tekuk

w Fe 310 Fe 360 Fe 430 Fe 510l a

0 1.000 1.000 1.000 1.000 30 1.0001 1.000 1.000 1.000 1.000 31 0.9922 1.000 1.000 1.000 1.000 32 0.9843 1.000 1.000 1.000 1.000 33 0.9754 1.000 1.000 1.000 1.000 34 0.9675 1.000 1.000 1.000 1.000 35 0.9596 1.000 1.000 1.000 1.000 36 0.9517 1.000 1.000 1.000 1.000 37 0.9428 1.000 1.000 1.000 1.000 38 0.9349 1.000 1.000 1.000 1.000 39 0.962

10 1.000 1.000 1.000 1.000 40 0.91811 1.000 1.000 1.000 1.00012 1.000 1.000 1.000 1.000 l a13 1.000 1.000 1.000 1.000 51 0.82714 1.000 1.000 1.000 1.000 52 0.81915 1.000 1.000 1.000 1.000 53 0.81016 1.000 1.000 1.000 1.000 54 0.80217 1.000 1.000 1.000 1.000 55 0.79418 1.000 1.000 1.000 1.000 56 0.78619 1.000 1.000 1.000 1.000 57 0.77720 1.000 1.000 1.000 1.000 58 0.76921 1.000 1.004 1.015 1.036 59 0.76122 1.011 1.011 1.022 1.044 60 0.75323 1.004 1.017 1.030 1.05324 1.010 1.024 1.037 1.061 l a25 1.016 1.031 1.045 1.070 71 0.66226 1.022 1.038 1.052 1.079 72 0.65427 1.028 1.045 1.060 1.089 73 0.64528 1.035 1.052 1.068 1.098 74 0.63729 1.041 1.059 1.076 1.107 75 0.62930 1.047 1.066 1.084 1.117 76 0.62131 1.054 1.073 1.092 1.127 77 0.61232 1.060 1.081 1.100 1.137 78 0.60433 1.067 1.088 1.108 1.147 79 0.59634 1.073 1.096 1.117 1.158 80 0.58835 1.080 1.103 1.126 1.16836 1.087 1.111 1.134 1.179 l a37 1.094 1.119 1.143 1.190 91 0.49738 1.101 1.127 1.152 1.201 92 0.48939 1.108 1.135 1.162 1.212 93 0.48140 1.115 1.144 1.171 1.224 94 0.47241 1.123 1.152 1.181 1.236 95 0.46442 1.130 1.161 1.190 1.248 96 0.45643 1.137 1.169 1.200 1.260 97 0.44844 1.145 1.178 1.210 1.273 98 0.43945 1.153 1.187 1.220 1.286 99 0.43146 1.161 1.196 1.231 1.299 100 0.42347 1.168 1.205 1.241 1.31248 1.176 1.215 1.252 1.326 l a

49 1.185 1.224 1.263 1.339 111 0.34350 1.193 1.234 1.274 1.354 112 0.33751 1.201 1.244 1.285 1.368 113 0.33152 1.210 1.254 1.297 1.383 114 0.32553 1.218 1.264 1.308 1.398 115 0.32054 1.227 1.274 1.320 1.413 116 0.31455 1.236 1.284 1.333 1.429 117 0.30956 1.245 1.295 1.345 1.445 118 0.30457 1.254 1.306 1.357 1.462 119 0.29958 1.263 1.317 1.370 1.479 120 0.29459 1.272 1.328 1.383 1.49660 1.282 1.339 1.397 1.514 l a61 1.292 1.351 1.410 1.532 131 0.24662 1.301 1.363 4.424 1.551 132 0.24363 1.311 1.375 1.438 1.570 133 0.23964 1.321 1.387 1.453 1.589 134 0.23665 1.332 1.399 1.467 1.609 135 0.23266 1.342 1.412 1.482 1.630 136 0.22967 1.353 1.425 1.498 1.651 137 0.22568 1.363 1.438 1.513 1.672 138 0.22269 1.374 1.451 1.529 1.694 139 0.21970 1.385 1.465 1.546 1.717 140 0.21671 1.397 1.478 1.562 1.74072 1.408 1.492 1.579 1.765 l a73 1.420 1.507 1.597 1.789 151 0.18674 1.432 1.521 1.614 1.815 152 0.18375 1.444 1.536 1.633 1.841 153 0.18176 1.456 1.552 1.651 1.868 154 0.17877 1.469 1.567 1.670 1.895 155 0.17678 1.481 1.583 1.690 1.924 156 0.17479 1.494 1.599 1.710 1.953 157 0.17280 1.507 1.616 1.730 1.983 158 0.16981 1.521 1.632 1.751 2.015 159 0.16782 1.534 1.650 1.772 2.047 160 0.16583 1.548 1.667 1.794 2.08084 1.562 1.685 1.817 2.225 l a85 1.576 1.703 1.840 2.150 171 0.14586 1.591 1.722 1.863 2.187 172 0.14387 1.606 1.741 1.888 2.225 173 0.14288 1.621 1.761 1.913 2.264 174 0.14089 1.637 1.781 1.938 2.305 175 0.13890 1.652 1.801 1.964 2.348 176 0.13791 1.668 1.822 1.991 2.397 177 0.13592 1.685 1.844 2.019 2.450 178 0.13493 1.702 1.866 2.048 2.504 179 0.13294 1.719 1.888 2.077 2.558 180 0.13195 1.736 1.911 2.107 2.61396 1.754 1.935 2.138 2.688 l a97 1.772 1.959 2.170 2.724 191 0.11698 1.790 1.984 2.203 2.780 192 0.11599 1.809 2.009 2.237 2.837 193 0.114

100 1.828 2.036 2.272 2.895 194 0.112101 1.848 2.062 2.308 2.953 195 0.111102 1.868 2.090 2.346 3.012

103 1.889 2.118 2.389 3.071104 1.910 2.147 2.435 3.131105 1.931 2.177 2.482 3.192106 1.953 2.208 2.530 3.253107 1.976 2.239 2.578 3.314108 1.999 2.272 2.626 3.377109 2.022 2.305 2.675 3.439110 2.047 2.340 2.724 3.503111 2.071 2.375 2.774 3.567112 2.097 2.421 2.824 3.631113 2.123 2.464 2.875 3.697114 2.149 2.508 2.926 3.762115 2.176 2.552 2.978 3.829116 2.204 2.597 3.030 3.895117 2.233 2.642 3.082 3.963118 2.263 2.687 3.135 4.031119 2.293 2.733 3.189 4.100120 2.324 2.779 3.242 4.169121 2.356 2.826 3.297 4.238122 2.394 2.873 3.351 4.309123 2.433 2.920 3.406 4.380124 2.473 2.968 3.462 4.451125 2.513 3.016 3.518 4.523126 2.553 3.064 3.575 4.596127 2.594 3.113 3.632 4.669128 2.635 3.162 3.689 4.743129 2.676 3.212 3.747 4.817130 2.718 3.262 3.805 4.892131 2.760 3.312 3.864 4.968132 2.802 3.363 3.923 5.044133 3.845 3.414 3.983 5.121134 2.888 3.465 4.043 5.198135 2.931 3.517 4.104 5.276136 2.975 3.570 4.165 5.354137 3.019 3.622 4.226 5.434138 3.063 3.675 4.288 5.513139 3.107 3.729 4.350 5.593140 3.152 3.783 4.413 5.674141 3.197 3.837 4.476 5.755142 3.243 3.892 4.540 5.837143 3.289 3.947 4.604 5.920144 3.335 4.002 4.669 6.003145 3.381 4.058 4.734 6.087146 3.428 4.114 4.800 6.171147 3.475 4.170 4.866 6.256148 3.523 4.227 4.932 6.341149 3.571 4.285 4.999 6.427150 3.619 4.342 5.066 6.514151 3.667 4.401 5.134 6.601152 3.716 4.459 5.202 6.688153 3.765 4.518 5.271 6.777154 3.814 4.577 5.340 6.866155 3.864 4.637 5.410 6.955156 3.914 4.697 5.480 7.045

157 3.964 4.757 5.550 7.136158 4.015 4.818 5.621 7.227159 4.066 4.879 5.692 7.319160 4.117 4.941 5.764 7.411161 4.169 5.003 5.836 7.504162 4.221 5.065 5.909 7.598163 4.273 5.128 5.982 7.692164 4.326 5.191 6.056 7.786165 4.379 5.254 6.130 7.881166 4.432 5.318 6.205 7.977167 4.485 5.382 6.280 8.074168 4.539 5.447 6.355 8.171169 4.593 5.512 6.431 8.268170 4.648 5.578 6.507 8.366171 4.703 5.643 6.584 8.465172 4.758 5.710 6.661 8.564173 4.813 5.776 6.739 8.664174 4.869 5.843 6.817 8.765175 4.925 5.911 6.896 8.866176 4.982 5.978 6.975 8.967177 5.039 6.046 7.054 9.070178 5.096 6.115 7.134 9.172179 5.153 6.184 7.214 9.276180 5.211 6.253 7.295 9.328181 5.269 6.323 7.377 9.484182 5.327 6.393 7.458 9.589183 5.386 6.463 7.540 9.695184 5.445 6.534 7.623 9.801185 5.504 6.605 7.706 9.908186 5.564 6.677 7.790 10.015187 5.624 6.749 7.874 10.123188 5.684 6.821 7.958 10.232189 5.745 6.894 8.043 10.341190 5.806 6.967 8.128 10.451191 5.867 7.041 8.214 10.561192 5.929 7.115 8.300 10.672193 5.991 7.189 8.387 10.783194 6.053 7.264 8.474 10.895195 6.116 7.339 8.562 11.008196 6.178 7.414 8.650 11.121197 6.242 7.490 8.738 11.235198 6.305 7.566 8.827 11.349199 6.369 7.643 8.917 11.464200 6.433 7.720 9.007 11.580

Tabel untuk perhitungan tekuk

l a41 0.909 42 0.90143 0.89344 0.88545 0.87646 0.86847 0.86048 0.85249 0.84350 0.835

l a61 0.74462 0.73663 0.72864 0.72065 0.71166 0.70367 0.69568 0.68769 0.67870 0.670

l a81 0.58082 0.57183 0.56384 0.55585 0.54786 0.53887 0.53088 0.52289 0.51490 0.505

l a101 0.415102 0.407103 0.399104 0.391105 0.384106 0.377107 0.370108 0.363109 0.356110 0.350

l a

121 0.289122 0.284123 0.280124 0.275125 0.271126 0.266127 0.262128 0.258129 0.254130 0.250

l a141 0.213142 0.210143 0.207144 0.204145 0.201146 0.198147 0.196148 0.193149 0.191150 0.188

l a161 0.163162 0.161163 0.159164 0.157165 0.155166 0.153167 0.152168 0.150169 0.148170 0.146

l a181 0.129182 0.128183 0.126184 0.125185 0.124186 0.122187 0.121188 0.120189 0.118190 0.117

l a196 0.110197 0.109198 0.108199 0.107200 0.106

Daftar Tekuk Kayu

l w I II III IV0 1.00 130 85 60 451 1.01 129 84 60 452 1.01 128 84 59 453 1.02 127 83 59 444 1.03 126 83 58 445 1.03 126 82 58 446 1.04 125 82 58 447 1.05 124 81 57 438 1.06 123 80 57 439 1.06 122 80 57 43

10 1.07 121 79 56 4211 1.08 120 79 56 4212 1.09 119 78 55 4113 1.09 119 78 55 4114 1.10 118 77 55 4115 1.11 117 77 54 4116 1.12 116 76 54 4017 1.13 115 75 53 4018 1.14 114 75 53 4019 1.15 113 74 52 3920 1.15 113 74 52 3921 1.16 112 73 52 3922 1.17 111 73 51 3823 1.18 110 72 51 3824 1.19 109 71 50 3825 1.20 108 71 50 3826 1.21 107 70 50 3727 1.22 107 70 49 3728 1.23 106 69 49 3729 1.24 105 69 48 3630 1.25 104 68 48 3631 1.26 103 67 48 3632 1.27 102 67 47 3533 1.28 102 66 47 3534 1.29 101 66 47 3535 1.30 100 65 46 3536 1.32 99 64 46 3437 1.33 98 64 45 3438 1.34 97 63 45 3439 1.35 96 63 44 3340 1.36 95 62 44 3341 1.38 94 62 44 3342 1.39 94 61 43 3243 1.40 93 61 43 3244 1.42 92 60 42 3245 1.43 91 59 42 3146 1.44 90 59 42 3147 1.46 89 58 41 31

48 1.47 88 58 41 3149 1.49 87 57 40 3050 1.50 86 57 40 3051 1.52 85 56 39 3052 1.53 85 56 39 2953 1.55 84 55 39 2954 1.56 83 55 38 2855 1.58 82 54 38 2856 1.60 81 53 38 2857 1.61 81 53 37 2858 1.63 80 52 37 2859 1.65 79 52 36 2760 1.67 78 51 36 2761 1.69 77 50 36 2762 1.70 77 50 35 2663 1.72 76 49 35 2664 1.74 75 49 35 2665 1.76 74 48 34 2666 1.79 73 48 34 2567 1.81 72 47 33 2568 1.83 71 46 33 2569 1.85 70 46 32 2470 1.87 70 45 32 2471 1.90 69 45 32 2472 1.92 68 44 31 2373 1.95 67 44 31 2374 1.97 66 43 30 2375 2.00 65 43 30 2376 2.03 64 42 30 2277 2.05 63 42 29 2278 2.08 63 41 29 2279 2.11 62 40 28 2180 2.14 61 40 28 2181 2.17 60 39 28 2182 2.21 59 39 27 2083 2.24 58 38 27 2084 2.27 57 37 26 2085 2.31 56 37 26 2086 2.34 56 36 26 1987 2.38 55 36 25 1988 2.42 54 35 25 1989 2.46 53 35 24 1890 2.50 52 34 24 1891 2.54 51 33 24 1892 2.58 50 33 23 1793 2.63 49 32 22 1794 2.68 49 32 22 1795 2.73 48 31 22 1796 2.78 47 31 22 1697 2.83 46 30 21 1698 2.88 45 30 21 16

99 2.94 44 29 20 15100 3.00 43 28 20 15101 3.07 42 28 20 15102 3.14 41 27 19 14103 3.21 41 26 19 14104 3.28 40 26 18 14105 3.35 39 25 18 13106 3.43 38 25 18 13107 3.50 37 24 17 13108 3.57 36 24 17 13109 3.65 36 23 16 12110 3.73 35 23 16 12111 3.81 34 22 16 12112 3.89 33 22 15 12113 3.97 33 21 15 11114 4.05 32 21 15 11115 4.13 32 21 15 11116 4.21 31 20 14 11117 4.29 30 20 14 11118 4.38 30 19 14 10119 4.46 29 19 13 10120 4.55 29 19 13 10121 4.64 28 18 13 10122 4.73 28 18 13 10123 4.84 27 18 12 9124 4.91 27 17 12 9125 5.00 26 17 12 9126 5.09 26 17 12 9127 5.19 25 16 12 9128 5.28 25 16 11 9129 5.38 24 16 11 8130 5.48 24 15 11 8131 5.57 23 15 11 8132 5.67 23 15 11 8133 5.77 23 15 10 8134 5.88 22 15 10 8135 5.98 22 14 10 8136 6.08 21 14 10 7137 6.19 21 14 10 7138 6.29 21 14 10 7139 6.40 20 13 9 7140 6.51 20 13 9 7141 6.62 20 13 9 7142 6.73 19 13 9 7143 6.84 19 12 9 6144 6.95 19 12 9 6145 7.07 18 12 9 6146 7.18 18 12 8 6147 7.30 18 12 8 6148 7.41 18 11 8 6149 7.53 17 11 8 6

150 7.65 17 11 8 6

LUAS TULANGAN SENGKANG DALAM MM2Jumlah kaki 2

Jarak 6 8 10 12 13 16 19 2275 0.754 1.340 2.094 3.016 3.540 5.362 7.561 10.137

100 0.565 1.005 1.571 2.262 2.655 4.021 5.671 7.603125 0.452 0.804 1.257 1.810 2.124 3.217 4.536 6.082150 0.377 0.670 1.047 1.508 1.770 2.681 3.780 5.068175 0.323 0.574 0.898 1.293 1.517 2.298 3.240 4.344200 0.283 0.503 0.785 1.131 1.327 2.011 2.835 3.801

Nama perdagangan Kelas kuat BD kering udara Kelas awetrata-rata (g/cm3)

1 Bugis I - II 0.80 III - IV2 Rengas II 0.69 II3 Rengas Burung II - III 0.64 II4 Terentang III - IV 0.40 V5 Jelutung III - IV 0.40 V6 Pulai IV - V 0.46 III - IV7 Damar III 0.47 IV8 Balsa V 0.16 V9 Duren II - III 0.64 IV - V

10 Salimuni II - III 0.62 I / II11 Cemara I - II 1.02 II - III12 Kempas (mengeris) I - II 0.95 III - IV13 Kranji I - II 0.93 I14 Merbau I - (II) 0.80 I - II15 Sindur II - III 0.60 IV - V16 Perupuk II - III 0.56 IV - V17 Binuang18 Balau I - II 0.98 I19 Bangkirai I - II 0.91 I - II20 Belangeran (I) - II 0.86 II(I - III)21 Giam (Resak Tembaga) I 0.99 I22 Keruing (I) - II 0.79 III23 Meranti putih II - IV 0.54 II - III24 Meranti merah II - IV 0.55 II - III25 Merawan II - III 0.70 II - III26 Mersawa II - III 0.66 IV27 Petanang (Sum Sel Kapur) II 0.75 III28 Rasak II 0.70 III29 Sintok (I) II 0.74 III30 Coromandel I 0.05 I31 Gadog I 0.75 II - III32 Kemiri V - (V) 0.31 V33 Berangan II - III 0.67 III34 Pasang I - II 0.82 II - III35 Saninten II 0.76 III36 Hiya I - II 0.91 I - II37 Bintangur(kapurnaga) II - III 0.78 III38 Gerunggang III - IV 0.47 III39 Rasamala II 0.81 II - III40 Bedaru I 1.04 I41 Kiserah (medang) II - III 0.63 III42 Ulin I 1.04 I43 Tembesu talang I - II 0.81 I44 Tembesu talang II 0.66 II - III45 Putat I - II 1.80 II - III46 Bungur II - (III) 0.6947 Cempaka III - IV 0.5348 Waru gunung III 0.50

49 Mahoni daun kecil II - III 0.6450 Mindi II - III 0.5351 Surian III - IV 0.4152 Jeunging IV - V 0.3353 Raja bunga(Segawe) I - II 0.8754 Weru (I) - II 0.7755 Tempinis I 1.0156 Ampupu I - II 0.8957 Lara I 1.1358 Kulin I 0.9459 Petaling I - II 0.9160 Linggua/sono kembang II 0.6561 Sonokeling II 0.90626364656667686970717273747576777879808182838485868788899091

tabel hitung beton dan baja

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