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Lampiran 1 Sifat fisis dan mekanis papan komposit dari jenis kayu dan kadar

Perekat yang berbeda

Sampel KR KA PT 2 PT 24 DS 2 DS 24 MOR MOE IB KPS

s21 0.67 s22 0.69 s23 0.65 s24 0.64 s25 0.63 Rata2 s41 0.68 s42 0.69 s43 0.61 s44 0.71 s45 0.66 Rata2 s61 0.66 s62 0.66 s63 0.66 s64 0.68 s65 0.75 Rata2 a21 0.61 a22 0.62 a23 0.62 8.53 a24 0.65 a25 0.65 Rata2 a41 0.60 a42 0.75 a43 0.64 a44 0.65 a45 0.65 Rata2 a61 0.68 6.76 a62 0.71 6.39 a63 0.67 6.72 a64 0.70 a65 0.65 Rata2 g21 0.45 g22 0.42 g23 0.56 g24 0.53 g25 0.57 Rata2 9.14 68.89 77.78 90.91 118.40 98 _0.86 1.97 31.95 9.33 64.04 76.32 84.12 112.80 119 _0.87 1.07 29.42 9.69 81.67 94.17 114.90 144.80 102 _0.44 1.26 20.01 6.17 56.76 62.16 96.43 103.50 86 _0.74 1.64 29.08 5.77 45.61 45.61 65.88 98.65 106 _0.70 2.98 34.84 0.65 8.02 63.39 71.21 90.46 115.60 102 _0.72 1.78 29.06 8.81 35.92 40.78 64.63 84.91 135 _1.07 0.91 39.71 9.02 49.02 58.82 78.49 108.00 115 _1.53 1.97 32.58 9.68 50.00 65.25 84.74 117.10 77 _1.35 3.28 33.13 5.55 53.10 61.06 100.40 104.40 101 _1.32 2.81 30.97 5.71 47.01 56.48 79.83 87.13 143 _0.11 2.96 33.92 0.67 7.75 47.01 56.48 81.63 100.30 114 _1.08 2.38 34.06 8.97 39.05 48.57 67.80 91.80 154 _2.03 3.75 41.70 9.07 64.06 64.06 82.83 109.00 154 _1.11 3.33 20.75 9.00 33.01 37.86 67.15 92.10 156 _1.60 2.90 46.56 6.00 26.67 31.43 72.67 72.67 124 _1.58 3.63 56.24 5.71 39.09 43.64 73.82 73.82 189 _1.58 4.11 36.15 0.68 7.49 40.38 45.11 72.85 87.89 155 _1.58 3.54 40.28 8.21 18.97 61.21 22.17 60.66 57 _0.42 0.51 8.47 8.10 23.73 67.80 25.62 67.39 50 _0.64 0.40 12.35 6.61 30.40 14.61 51.77 37 _0.64 1.93 26.31 7.42 20.00 38.18 29.09 57.78 89 _0.53 3.67 27.57 6.76 45.61 60.53 53.98 75.87 51 _0.53 0.90 14.83 0.63 7.80 22.98 51.62 29.10 62.69 57 _0.55 1.48 17.91 8.28 14.03 51.13 12.52 44.26 115 _0.81 1.80 25.38 7.65 15.21 61.29 12.71 47.11 163 _1.23 1.99 25.50 7.76 19.81 64.15 15.46 50.37 88 _0.71 2.83 28.02 6.57 11.50 19.47 15.89 44.52 115 _0.71 3.24 35.37 6.51 12.73 28.18 27.97 60.32 92 _0.86 1.36 11.61 0.65 7.35 14.65 44.84 16.91 49.32 115 _0.86 2.25 25.18 8.49 40.57 20.66 55.27 80 _0.71 2.42 24.91 8.26 28.44 20.59 59.53 111 _0.98 1.57 20.40 7.49 27.75 22.66 60.30 50 _0.88 2.09 22.91 6.29 11.50 27.43 15.28 41.49 165 _0.86 6.90 35.81 6.10 20.18 42.11 15.42 45.75 145 _0.86 1.96 29.74 0.68 6.45 11.18 33.26 18.92 52.47 110 _0.86 2.99 26.75 7.76 60.40 97.00 111.10 125.00 18 _0.35 1.16 4.29 7.27 78.56 85.00 117.70 123.70 45 _0.18 1.54 10.76 6.33 75.05 105.98 116.60 135.00 32 _0.30 1.03 17.37 6.07 92.00 108.32 122.70 127.30 39 _0.14 0.78 12.11 6.39 78.00 89.05 116.30 119.50 79 _0.25 0.69 15.16 0.51 6.76 76.80 97.07 116.90 126.10 43 _0.24 1.04 11.94

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Lanjutan Lampiran 1.

Sampel KR KA PT 2 PT 24 DS 2 DS 24 MOR MOE IB KPS

g41 0.61 6.76 55.45 65.35 77.82 108.00 71 0.67 0.40 27.17 g42 0.53 7.38 69.90 83.02 106.50 127.00 78 0.75 0.54 18.25 g43 0.61 6.67 64.76 80.95 91.46 112.90 85 0.79 1.92 20.56 g44 0.61 6.81 69.90 76.02 102.70 116.00 79 0.76 2.49 15.25 g45 0.49 7.88 65.00 75.00 94.61 105.00 79 0.71 0.84 21.55 Rata2 0.57 7.10 65.00 76.07 94.61 113.80 78 _0.73 1.24 20.56 g61 0.67 7.68 20.00 95.24 25.93 99.78 114 0.91 4.56 28.50 g62 0.66 7.73 17.31 85.58 30.51 107.00 77 0.86 3.25 35.53 g63 0.64 9.17 33.40 70.23 55.46 69.32 100 0.71 0.64 20.92 g64 0.51 9.23 19.30 21.05 59.10 91.58 100 0.71 1.68 23.91 g65 0.57 7.41 80.00 93.00 106.30 120.40 95 0.80 0.63 19.53 Rata2 0.61 8.24 34.00 73.02 55.46 97.62 97 _0.80 2.15 25.68

Keterangan : Kr

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT2

= Pengembangan tebal 2 jam (%)

PT24 = Pengembangan tebal 24 jam (%)

DS2

= Daya serap air 2 jam (%)

DS24 = Daya serap air 24 jam (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

IB

= Internal bond (Keteguhan rekat,kgf)

KPS

= Kuat pegang sekrup (kgf)

(8)

Lampiran 2 Sifat fisis dan mekanis papan komposit pada berbagai kadar air partikel

Sampel KR KA PT2 PT24 DS2 DS24 MOR MOE IB KPS

4.1 0.55 5.96 23.97 30.45 63.23 97.72 162 1.40 2.24 69.12 4.2 0.56 6.10 23.20 30.76 64.49 101.57 207 1.50 3.05 58.18 4.3 0.57 6.60 18.75 25.39 65.62 100.58 169 1.39 3.68 39.16 Rata2 0.56 6.22 21.97 28.87 64.44 99.95 179 1.39 2.99 55.49 7.1 0.51 6.75 14.06 24.02 30.54 91.78 196 1.44 5.35 75.68 7.2 0.56 6.65 12.57 23.10 32.41 82.38 223 1.33 4.15 72.58 7.3 0.49 6.81 13.18 22.93 33.06 91.67 251 1.72 4.30 61.41 Rata2 0.52 6.74 13.28 23.35 32.00 88.61 224 1.50 4.30 69.95 10.1 0.60 6.38 21.62 39.63 50.39 69.19 216 2.06 4.28 75.60 10.2 0.58 6.86 34.18 17.09 72.07 91.53 218 1.78 3.95 73.11 10.3 0.56 6.70 24.54 25.45 64.69 89.72 161 1.84 4.45 52.34 Rata2 0.58 6.64 26.78 27.39 62.38 83.48 199 1.89 4.22 74.32 13.1 0.66 9.14 35.92 40.78 64.63 84.91 158 2.00 3.55 44.76 13.2 0.62 6.16 49.02 58.82 78.49 108.04 150 1.69 3.15 36.04 13.3 0.63 5.77 50.00 65.25 84.74 117.07 157 1.78 3.94 40.05 Rata2 0.64 7.02 44.98 54.95 75.95 103.34 155 1.83 3.54 40.28

Keterangan : KR

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT2

= Pengembangan tebal 2 jam (%)

PT24 = Pengembangan tebal 24 jam (%)

DS2

= Daya serap air 2 jam (%)

DS24 = Daya serap air 24 jam (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

IB

= Internal bond (Keteguhan rekat,kgf)

KPS

= Kuat pegang sekrup (kgf)

Lampiran 3 Sifat fisis dan mekanis papan komposit pada berbagai kadar parafin

(9)

0%.1 0.55 6.52 63.23 97.72 23.97 30.45 166 1.45 3.40 69.12 0%.2 0.56 6.10 64.49 101.57 23.20 30.76 216 1.58 3.05 58.18 0%.3 0.57 6.60 65.62 100.58 18.75 25.40 186 1.36 3.68 59.16 Rata2 0.56 6.40 64.45 99.96 21.97 28.87 189 1.46 3.38 62.15 1%.1 0.50 4.90 20.63 75.94 5.15 20.45 204 1.55 3.55 66.40 1%.2 0.54 5.48 18.25 60.50 4.95 19.60 217 1.43 3.20 63.95 1%.3 0.54 6.44 15.41 51.46 4.15 16.02 215 1.62 3.93 57.15 Rata2 0.53 5.61 18.10 62.63 4.75 18.69 212 1.53 3.56 62.50 3%.1 0.56 4.95 11.10 38.63 3.02 12.51 223 1.67 3.62 76.51 3%.2 0.54 4.89 9.75 36.15 2.73 9.83 226 1.47 3.20 50.76 3%.3 0.56 5.18 11.10 37.39 3.32 12.81 224 1.64 2.78 63.33 Rata2 0.55 5.01 10.65 37.39 3.02 11.72 224 1.59 3.20 63.53 5%.1 0.57 5.02 10.03 30.51 3.81 11.37 229 1.22 2.99 56.74 5%.2 0.54 6.08 13.60 41.73 5.43 14.38 183 1.31 3.30 64.39 5%.3 0.56 5.41 11.81 36.12 4.57 12.89 206 1.01 3.08 65.57 Rata2 0.56 5.50 11.81 36.12 4.60 12.88 206 1.18 3.12 62.23

Keterangan : KR

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT2

= Pengembangan tebal 2 jam (%)

PT24 = Pengembangan tebal 24 jam (%)

DS2

= Daya serap air 2 jam (%)

DS24 = Daya serap air 24 jam (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

IB

= Internal bond (Keteguhan rekat,kgf)

KPS

= Kuat pegang sekrup (kgf)

Lampiran 4 Sifat fisis dan mekanis papan komposit pada arah lapisan

anyaman bambu yang berbeda

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Sampel KR KA PT 2 PT 24 DS 2 DS 24 MOR MOE IB KPS A1 0.54 7.17 5.65 27.33 13.55 65.57 123 _1.60 3.39 46.27 A2 0.53 8.43 8.04 28.34 16.55 64.65 183 _1.58 5.09 51.34 A3 0.52 7.30 8.56 27.95 16.30 63.90 101 1.44 3.87 51.47 A4 0.63 6.04 5.10 51.37 9.82 40.84 157 1.33 3.87 56.62 A5 0.63 5.71 4.26 54.71 8.95 39.14 127 1.72 1.46 43.12 Rata2 0.57 6.93 6.32 37.94 13.04 54.82 138 1,53 3.54 49.76 B1 0.60 5.74 9.78 24.97 17.79 47.73 389 3.78 5.33 85.54 B2 0.58 5.50 7.35 23.15 19.25 51.76 112 4.10 4.28 55.01 B3 0.61 5.30 9.13 24.20 18.29 51.12 469 3.78 5.43 55.66 B4 0.64 6.09 5.45 20.67 12.17 47.41 353 5.35 3.56 52.58 B5 0.60 6.51 5.71 14.74 14.25 42.86 471 3.19 2.80 71.04 Rata2 0.61 5.83 7.49 21.54 16.35 48.18 359 4.04 4.28 63.97 C1 0.62 4.80 2.63 11.62 9.73 29.09 334 3.20 2.18 57.28 C2 0.59 5.69 3.64 14.85 14.69 46.00 335 2.44 3.38 49.24 C3 0.58 4.81 0.55 10.68 11.55 39.63 251 3.86 5.56 72.83 C4 0.64 4.55 4.65 11.58 12.18 36.10 336 2.94 2.90 64.36 C5 0.60 5.73 6.88 15.55 13.80 43.84 326 2.69 2.90 69.04 Rata2 0.61 5.12 3.67 12.86 12.39 38.93 316 3.03 3.38 62.55 D1 0.53 7.13 3.46 12.39 14.85 52.60 234 1.48 3.22 63.50 D2 0.55 6.14 5.17 13.05 16.24 54.30 211 1.55 2.82 45.92 D3 0.73 4.51 3.88 12.33 14.87 48.46 204 1.37 3.62 56.25 D4 0.60 6.12 4.75 9.94 14.50 44.57 143 1.77 2.84 79.09 D5 0.60 5.97 4.30 11.93 15.11 49.87 156 1.94 3.22 61.21 Rata2 0.60 5.97 4.31 11.93 15.11 49.96 190 1.62 3.14 61.19 E1 0.57 5.38 6.86 13.40 22.59 55.55 368 1.52 3.70 70.35 E2 0.56 5.68 8.80 12.76 12.08 39.00 381 1.56 5.48 70.43 E3 0.55 5.18 4.97 11.39 17.24 52.58 388 5.12 2.44 72.49 E4 0.64 4.68 5.21 11.42 14.43 43.37 415 4.81 3.96 54.97 E5 0.68 4.33 3.42 9.58 10.05 31.87 378 4.34 4.22 76.24 Rata2 0.60 5.05 5.85 11.71 15.28 44.47 386 3.47 3.96 68.89 F1 0.60 5.73 4.70 14.67 13.26 56.70 166 1.05 2.15 66.79 F2 0.62 5.58 4.85 13.03 15.17 43.60 293 2.96 4.46 62.83 F3 0.63 4.26 4.77 11.88 13.09 39.93 159 2.79 4.86 50.42 F4 0.72 3.99 3.82 9.76 12.76 36.13 282 1.85 2.90 67.20 F5 0.66 5.52 3.74 7.74 10.86 32.78 241 2.67 3.59 68.88 Rata2 0.65 5.01 4.38 11.42 13.03 41.83 228 2.26 3.59 63.22 G1 0.63 5.18 5.70 13.23 9.50 35.60 333 3.12 3.11 59.38 G2 0.63 4.85 2.20 7.22 8.03 33.00 319 2.35 2.81 56.45 G3 0.60 6.42 3.09 9.61 10.74 40.07 219 4.50 2.75 63.17 G4 0.67 4.15 2.06 6.07 8.33 27.84 406 4.33 4.43 74.19 G5 0.69 5.15 3.68 7.02 7.20 26.12 383 2.15 3.28 61.11 Rata2 0.65 5.15 3.35 8.63 8.76 32.53 332 3.29 3.28 62.86

Lanjutan Lampiran 4

.

(11)

Sampel KR KA PT 2 PT 24 DS 2 DS 24 MOR MOE IB KPS H1 0.65 4.99 2.34 5.44 7.32 24.15 205 2.08 6.14 68.43 H2 0.58 6.09 2.15 7.43 10.01 32.97 242 2.47 3.88 84.03 H3 0.64 5.15 3.02 13.14 11.80 46.30 190 2.09 2.36 56.92 H4 0.69 4.71 1.82 6.68 6.41 24.54 167 1.45 3.37 62.04 H5 0.69 4.85 3.46 12.04 7.76 27.74 182 1.66 1.07 52.27 Rata2 0.65 5.16 2.56 8.95 8.65 31.14 197 1.95 3.36 64.74 I1 0.69 4.96 2.94 11.74 9.55 37.78 348 3.51 1.99 78.72 I2 0.67 7.95 4.67 10.45 11.36 41.71 232 4.56 2.37 59.83 I3 0.64 4.97 5.08 12.86 10.50 31.01 261 3.51 2.47 67.71 I4 0.74 4.14 3.16 5.56 5.00 19.67 317 4.49 2.65 82.36 I5 0.76 5.50 4.78 9.95 6.10 25.56 305 2.96 2.37 50.63 Rata2 0.69 5.50 4.12 10.11 8.50 31.14 292 3.81 2.37 67.85 J1 0.68 5.22 3.30 10.44 9.33 30.76 195 2.53 2.70 65.93 J2 0.68 4.59 2.74 6.33 7.88 27.62 194 1.97 4.86 58.58 J3 0.67 5.27 4.42 8.34 7.61 27.66 196 1.88 2.21 67.75 J4 0.70 5.08 1.44 3.61 7.60 26.71 163 1.39 2.43 78.61 J5 0.73 4.92 2.22 6.03 6.71 22.88 213 1.19 2.41 58.87 Rata2 0.69 5.02 2.83 6.95 7.83 27.13 192 1.79 2.92 65.95

Keterangan : KR

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT2

= Pengembangan tebal 2 jam (%)

PT24 = Pengembangan tebal 24 jam (%)

DS2

= Daya serap air 2 jam (%)

DS24 = Daya serap air 24 jam (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

IB

= Internal bond (Keteguhan rekat,kgf)

KPS

= Kuat pegang sekrup (kgf)

Lampiran 5 Sifat fisis dan mekanis papan komposit pada berbagai suhu

(12)

Sampel KR KA PT 2 PT 24 DS2 DS24 MOR MOE IB KPS A11 0.50 7.95 3.52 18.20 19.85 58.52 273 1.95 4.01 63.65 A12 0.54 7.30 1.75 17.01 16.10 49.60 305 2.28 3.61 60.30 A13 0.54 7.33 3.10 19.61 12.72 39.37 374 2.66 2.77 49.70 A14 0.53 6.98 2.79 18.27 16.22 49.18 317 2.29 3.46 57.88 A15 0.55 8.08 4.75 18.90 19.61 44.38 358 1.95 - 47.97 Rata2 0.53 7.53 3.18 18.40 16.90 48.21 326 2.23 3.46 55.90 A21 0.54 7.21 5.11 18.50 16.19 46.71 334 2.61 3.14 63.68 A22 0.55 7.22 2.71 15.87 11.49 37.52 301 2.27 4.30 43.89 A23 0.53 7.64 3.51 17.76 15.29 54.49 337 2.49 3.67 51.85 A24 0.55 7.35 3.77 17.37 14.32 46.24 324 2.45 - 53.14 A25 0.57 7.37 7.85 15.54 16.09 45.37 387 2.42 - 51.88 Rata2 0.55 7.36 4.59 17.01 14.68 46.07 337 2.45 3.70 52.89 B11 0.57 6.92 2.68 13.64 12.73 39.49 338 2.49 3.47 67.59 B12 0.58 6.30 2.28 12.93 13.21 40.08 478 3.06 4.60 30.63 B13 0.56 6.67 1.85 12.31 9.70 28.31 457 2.50 3.26 52.64 B14 0.56 6.63 2.27 12.96 13.42 41.53 424 2.68 - 50.28 B15 0.57 6.65 2.77 12.75 13.77 34.42 413 2.53 - 50.58 Rata2 0.57 6.63 2.37 12.92 12.57 36.77 422 2.65 3.77 50.34 B21 0.57 6.83 3.96 15.86 13.41 41.52 388 2.14 4.64 62.18 B22 0.54 6.73 2.05 13.46 2.22 39.88 467 2.88 3.28 74.78 B23 0.56 6.80 4.57 14.08 10.76 33.24 365 3.22 4.65 61.56 B24 0.56 6.78 3.52 14.46 12.13 30.01 407 3.32 - 66.17 B25 0.57 6.77 4.10 14.23 13.13 33.64 424 2.89 - 66.02 Rata2 0.56 6.78 3.64 14.42 12.33 35.66 410 2.89 4.19 66.14 C11 0.59 6.10 4.24 16.13 13.97 43.16 298 2.81 4.39 59.53 C12 0.56 4.70 3.46 17.12 12.73 38.64 413 2.29 4.42 49.61 C13 0.63 5.40 1.03 10.92 9.46 31.09 369 3.03 4.31 67.49 C14 0.59 5.40 2.91 14.72 12.07 37.63 360 2.32 - 58.88 C15 0.60 5.41 3.60 14.22 11.05 34.42 413 2.42 - 59.02 Rata2 0.59 5.40 3.05 14.62 11.86 36.99 371 2.57 4.37 58.91 C21 0.57 6.09 2.64 13.04 13.51 43.69 349 2.35 4.09 68.30 C22 0.53 5.37 2.27 14.52 13.60 40.44 402 2.63 2.93 63.95 C23 0.58 5.25 2.02 13.14 9.64 32.23 338 3.22 3.12 70.36 C24 0.55 5.56 2.31 13.56 12.27 38.81 363 3.00 - 67.54 C25 0.60 5.56 2.77 13.23 13.37 33.16 369 2.73 - 66.58 Rata2 0.57 5.57 2.40 13.50 12.48 37.67 364 2.79 3.38 67.35 D11 0.55 5.80 5.86 17.51 9.56 30.22 418 2.72 4.88 52.92 D12 0.55 5.87 1.49 16.37 11.13 33.72 419 3.27 3.02 66.75 D13 0.54 5.80 3.67 17.51 11.83 32.45 428 3.02 3.02 52.92 D14 0.55 5.82 3.67 17.13 8.89 33.44 439 3.02 - 63.10 D15 0.57 5.85 1.63 14.53 9.61 33.64 424 2.88 - 55.58 Rata2 0.55 5.83 3.26 16.61 10.20 32.69 425 2.98 3.64 58.25

Lanjutan Lampiran 5.

(13)

Sampel KR KA PT 2 PT 24 DS2 DS24 MOR MOE IB KPS D21 0.63 4.39 1.81 12.96 9.60 33.25 403 3.08 3.38 59.67 D22 0.57 4.29 3.50 13.01 10.94 34.84 434 3.05 5.56 59.63 D23 0.58 6.68 2.57 12.04 8.43 27.95 369 2.75 2.90 62.49 D24 0.60 5.12 2.62 12.66 9.78 32.01 402 2.96 - 59.87 D25 0.63 5.14 1.73 12.58 10.48 28.87 414 2.97 - 59.88 Rata2 0.60 5.12 2.45 12.65 9.85 31.38 405 2.96 3.94 60.31

Keterangan : KR

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT2

= Pengembangan tebal 2 jam (%)

PT24 = Pengembangan tebal 24 jam (%)

DS2

= Daya serap air 2 jam (%)

DS24 = Daya serap air 24 jam (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

IB

= Internal bond (Keteguhan rekat,kgf)

KPS

= Kuat pegang sekrup (kgf)

(14)

Jenis Papan KR KA DS PT MOE MOR Kayu Lapis 1 0.57 12.92 41.94 3.30 40,493 346 2 0.59 12.65 37.56 3.87 43,724 378 3 0.58 12.33 38.14 4.56 40,293 296 Rata-rata 0.58 12.63 39.21 3.91 41,504 340 Papan Partikel 1 0.69 10.56 15.01 62.52 15,509 154 2 0.69 10.61 14.96 73.91 15,874 134 3 0.66 11.05 15.60 69.03 17,289 108 Rata-rata 0.68 10.74 15.19 68.49 16,224 132 MDF 1.6 1 0.57 12.35 240.96 75.56 7,875 54 2 0.58 11.96 232.81 73.55 9,662 75 3 0.58 11.67 253.81 89.76 9,097 60 Rata-rata 0.58 12.00 242.53 79.62 8,878 63 MDF 0.9 1 0.69 9.92 68.29 13.31 22,663 246 2 0.70 9.85 73.04 14.94 29,334 328 3 0.67 10.45 83.81 15.12 26,683 293 Rata-rata 0.69 10.07 75.05 14.46 26,227 289

Keterangan : KR

= Kerapatan (g/cm

3

)

KA

= Kadar air (%)

PT

= Pengembangan tebal (%)

DS

= Daya serap air (%)

MOR = Modulus of rupture (Keteguhan patah, kgf/cm

2

)

MOE = Modulus of elasticity (Modulus elastisitas, 10

4

kgf/cm

2

)

Lampiran 7 Hasil ANOVA kerapatan papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

SK DB JK KT F hitung Pr > F

Kayu dan perekat 8 0.67258776 0.08407347 9.71 0.0001

(15)

Total 44 0.98436955

Kayu 2 0.26508027 0.13254014 15.30 0.0001

Perekat 2 0.16451218 0.08225609 9.50 0.0005

Interaksi 4 0.24299531 0.06074883 7.01 0.0003

Keterangan : SK = sumber keragaman

DB = derajat bebas

JK = jumlah kuadrat

KT = kuadrat tengah

Duncan Grouping Mean N F1 A 0.81768 15 1

A

A 0.81058 15 2 B 0.65143 15 3

Duncan Grouping Mean N F2 A 0.81010 15 6 A A 0.79475 15 4 B 0.67485 15 2

Lampiran 8 Hasil ANOVA kadar air papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 0.45511710 0.05688964 1.16 0.3515

Galat 36 1.77098283 0.04919397

Total 44 2.22609992

Kayu 2 0.08507381 0.04253691 0.86 0.4298

Perekat 2 0.00374255 0.00187128 0.04 0.9627

Interaksi 4 0.36630073 0.09157518 1.86 0.1385

Keterangan : sama dengan Lampiran 6

Lampiran 9 Hasil ANOVA daya serap air 2 jam papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 51817.12861884 6477.14107736 29.68 0.0001

Galat 36 7857.18875480 218.25524319

Total 44 59674.31737364

Kayu 2 40946.10201604 20473.05100802 93.80 0.0001

Perekat 2 5618.27147418 2809.13573709 12.87 0.0001

Interaksi 4 5252.75512862 1313.18878216 6.02 0.0008

(16)

A 88.985 15 3

A

A 81.645 15 1 B 21.642 15 2 Duncan Grouping Mean N F2 A 75.868 15 2 A A 67.326 15 4 B 49.078 15 6

Lampiran 10 Hasil ANOVA daya serap air 24 jam papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 32510.33488 4063.79186 25.87 0.0001

Galat 36 5654.242520 157.06229

Total 44 38164.577408

Kayu 2 28049.178005 14024.58900 89.29 0.0001

Perekat 2 2434.189174 1217.09458 7.75 0.0016

Interaksi 4 2026.96770756 506.74192689 3.23 0.0232

Duncan Grouping Mean N F1 A 112.500 15 3 B 101.273 15 1 C 54.826 15 2 Duncan Grouping Mean N F2 A 96.366 15 2 A A 92.908 15 4 B 79.325 15 6

Lampiran 11 Hasil ANOVA pengembangan tebal 2 jam papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 152.245165 19.03064566 17.89 0.0001

Galat 36 38.299501 1.06387503

Total 44 190.544666

Kayu 2 112.574919 56.28745987 52.91 0.0001

Perekat 2 26.506276 13.25313821 12.46 0.0001

Interaksi 4 13.163969 3.29099227 3.09 0.0275

A

A 7.0167 15 1 B 3.8991 15 2 Duncan Grouping Mean N F2 A 7.0915 15 2 B 6.0596 15 4

(17)

C 5.2146 15 6

Lampiran 12 Hasil ANOVA pengembangan tebal 24 jam papan

komposit dari jenis kayu dan

kadar perekat yang berbeda

Kayu dan perekat 8 15840.362164 1980.045270 7.47 0.0001

Galat 36 9547.632360 265.212010

Total 44 25387.994524

Kayu 2 11551.477444 5775.738722 21.78 0.0001

Perekat 2 3430.530884 1715.26544222 6.47 0.0040

Interaksi 4 858.353835 214.58845889 0.81 0.5276

Duncan Grouping Mean N F1 A 82.053 15 3 B 57.599 15 1 C 43.243 15 2 Duncan Grouping Mean N F2 A 73.301 15 2 B 55.269 15 4

B

B 54.325 15 6

Lampiran 13 Hasil ANOVA MOR papan

komposit dari jenis kayu dan kadar perekat yang

berbeda

Kayu dan perekat 8 45768.04929 5721.006162 9.34 0.0001

Galat 36 22059.12784 612.753551

Total 44 67827.17714

Kayu 2 19831.43387 9915.716936 16.18 0.0001

Perekat 2 22492.00546 11246.00273082 18.35 0.0001

Interaksi 4 3444.60996 861.15249049 1.41 0.2519

Duncan Grouping Mean N F1 A 123.958 15 1 B 93.905 15 2 C 72.796 15 3 Duncan Grouping Mean N F2 A 121.115 15 6 B 102.362 15 4 C 67.180 15 2

Lampiran 14 Hasil ANOVA MOE papan

komposit dari jenis kayu dan kadar perekat yang

berbeda

SK DB JK KT F hitung Pr > F

(18)

Galat 36 7956.76952 221.02137

Total 44 24326.31684

Kayu 2 5946.28053 2973.14026 13.45 0.0001

Perekat 2 8667.92671 4333.96335 19.61 0.0001

Interaksi 4 1755.34007 438.83501839 1.99 0.1176

Duncan Grouping Mean N F1 A 102.562 15 1 B 86.272 15 2 C 74.527 15 3

A

A 92.062 15 4 B 69.060 15 2

Lampiran 15 Hasil ANOVA keteguhan rekat papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 3.35534409 0.41941801 2.65 0.0212

Galat 36 5.68889460 0.15802485

Total 44 9.04423869

Kayu 2 1.40626652 0.70313326 4.45 0.0188

Perekat 2 1.78656416 0.89328208 5.65 0.0073

Interaksi 4 0.16251342 0.04062835 0.26 0.9034

Duncan Grouping Mean N F1 A 1.5685 15 1 A B A 1.4188 15 2 B B 1.1418 15 3

Duncan Grouping Mean N F2 A 1.6336 15 6 A B A 1.3475 15 4 B B 1.1481 15 2

Lampiran 16 Hasil ANOVA kuat pegang sekrup papan

komposit dari jenis kayu

dan kadar perekat yang berbeda

Kayu dan perekat 8 2858.83652204 357.35456526 6.60 0.0001

Galat 36 1948.67701120 54.12991698

Total 44 4807.51353324

Kayu 2 1838.00548884 919.00274442 16.98 0.0001

Perekat 2 970.14291951 485.07145976 8.96 0.0007

Interaksi 4 50.68811369 12.67202842 0.23 0.9173

(19)

B 23.279 15 2

B

B 19.391 15 3 Duncan Grouping Mean N F2 A 30.904 15 6 A A 26.598 15 4 B 19.635 15 2

Lampiran 17 Hasil ANOVA kerapatan

papan komposit pada berbagai kadar air partikel

KA 3 0.02122500 0.00707500 12.67 0.0021

Galat 8 0.00446667 0.00055833

Total 11 0.02569167

Duncan Grouping Mean N TREAT A 0.63667 3 13 B 0.58000 3 10 B C B 0.56000 3 4 C C 0.52000 3 7

Lampiran 18 Hasil ANOVA kadar air

papan komposit pada berbagai kadar air partikel

KA 3 0.99486667 0.33162222 0.37 0.7764

Error 8 7.15540000 0.89442500

Total 11 8.15026667

Lampiran 19 Hasil ANOVA daya serap air 2 jam pengaruh kadar air partikel terhadap

kualitas papan komposit

KA 3 3170.94180000 1056.98060000 18.34 0.0006

Galat 8 461.13246667 57.64155833

Total 11 3632.07426667

Duncan Grouping Mean N TREAT A 75.953 3 13 A A 64.447 3 4 A A 62.383 3 10 B 32.003 3 7

(20)

Lampiran 20 Hasil ANOVA daya serap air 24 Jam

papan komposit pada berbagai kadar

air partikel

SK DF JK KT F hitung Pr > F KA 3 787.03780000 262.34593333 2.27 0.1574 Galat 8 924.43146667 115.55393333 Total 11 1711.46926667

Lampiran 21 Hasil ANOVA pengembangan tebal 2 jam

papan komposit pada berbagai

kadar air partikel

KA 3 14.44143908 4.81381303 22.52 0.0003

Galat 8 1.70999875 0.21374984

Total 11 16.15143783

Duncan Grouping Mean N TREAT A 6.6886 3 13 B 5.1500 3 10 B B 4.6809 3 4 C 3.6418 3 7

papan komposit pada berbagai

kadar air partikel

KA 3 11.91394590 3.97131530 7.78 0.0093

Galat 8 4.08342822 0.51042853

Total 11 15.99737412

Duncan Grouping Mean N TREAT A 7.3777 3 13 B 5.3677 3 4 B B 5.1580 3 10 B B 4.8319 3 7

Lampiran 23 Hasil ANOVA MOR

papan komposit pada berbagai kadar air partikel

KA 3 7641.71969167 2547.23989722 4.29 0.0442

Galat 8 4752.29860000 594.03732500

(21)

Duncan Grouping Mean N TREAT A 223.76 3 7 A B A 198.65 3 10 B A B A 179.34 3 4 B B 155.05 3 13

Lampiran 24 Hasil ANOVA MOE

papan komposit pada berbagai kadar air partikel

SK DB JK KT F hitung Pr > F KA 3 0.49206667 0.16402222 6.77 0.0138 Galat 8 0.19380000 0.02422500 Total 11 0.68586667

Duncan Grouping Mean N TREAT A 1.8933 3 10 A A 1.8333 3 13 B 1.4967 3 7 B B 1.4300 3 4

Lampiran 25 Hasil ANOVA keteguhan rekat

papan komposit pada berbagai kadar air

partikel

Duncan Grouping Mean N TREAT A 4.6000 3 7

A

A 4.2267 3 10

A

(22)

B

B 2.9900 3 4

Lampiran 26 Hasil ANOVA kuat pegang sekrup

papan komposit pada berbagai kadar air

partikel

papan komposit pada berbagai kadar parafin

SK DB JK KT F hitung Pr > F Parafin 3 0.00209167 0.00069722 2.79 0.1094 Galat 8 0.00200000 0.00025000 Total 11 0.00409167

papan komposit pada berbagai kadar parafin

Parafin 3 3.02502500 1.00834167 4.08 0.0495

Galat 8 1.97586667 0.24698333

Total 11 5.00089167

Duncan Grouping Mean N TREAT A 6.4067 3 0 A B A 5.6067 3 1 B A B A 5.5033 3 5 B B 5.0067 3 3

(23)

Lampiran 29 Hasil ANOVA daya serap air 2 jam

papan komposit pada berbagai kadar

parafin

Duncan Grouping Mean N TREAT A 64.447 3 0 B 18.097 3 1 C 11.813 3 5 C C 10.650 3 3

Lampiran 30 Hasil ANOVA daya serap air 24 jam

papan komposit pada berbagai kadar

parafin

Duncan Grouping Mean N TREAT

A 9.9975 3 0 B 7.8887 3 1 C 6.1142 3 3 C C 5.9978 3 5

papan komposit pada berbagai

kadar parafin

Duncan Grouping Mean N TREAT A 21.973 3 0 B 4.750 3 1 B B 4.603 3 5 B B 3.023 3 3

(24)

papan komposit pada berbagai kadar

parafin

Duncan Grouping Mean N TREAT A 28.870 3 0 B 18.690 3 1 C 12.880 3 5

C

C 11.717 3 3

Lampiran 33 Hasil ANOVA MOR

papan komposit pada berbagai kadar parafin

Parafin 3 1913.25420000 637.75140000 2.11 0.1770

Galat 8 2416.01706667 302.00213333

Total 11 4329.27126667

Lampiran 34 Hasil ANOVA MOE

papan komposit pada berbagai kadar parafin

Parafin 3 0.30102500 0.10034167 7.07 0.0122

Galat 8 0.11360000 0.01420000

Total 11 0.41462500

Duncan Grouping Mean N TREAT A 1.59333 3 3 A A 1.53333 3 1 A A 1.46333 3 0 B 1.18000 3 5

Lampiran 35 Hasil ANOVA keteguhan rekat

papan komposit pada berbagai kadar parafin

Parafin 3 0.34136667 0.11378889 1.05 0.4231

Galat 8 0.86953333 0.10869167

Total 11 1.21090000

Lampiran 36 Hasil ANOVA kuat pegang sekrup

papan komposit pada berbagai kadar parafin

Parafin 3 3.64490000 1.21496667 0.02 0.9960

(25)

Total 11 500.41630000

papan pada arah lapisan anyaman bambu

yang

berbeda

SK DB JK KT F hitung Pr > F Lapisan 9 0.07807856 0.00867540 3.99 0.0011 Galat 40 0.08694679 0.00217367 Total 49 0.16502534

Duncan Grouping Mean N TREAT A 0.69999 5 I A A 0.69073 5 J A B A 0.65170 5 H B A B A 0.64528 5 F B A B A 0.64503 5 G B B C 0.60788 5 B B C B C 0.60683 5 C B C B C 0.60099 5 D B C B C 0.60004 5 E C C 0.57191 5 A