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B.Andong B. Betung B. Tali Finir

K.Karet B.Andong B. Betung B. Tali

Finir K.Karet 1. Kadar Air 5 6 7 2 3 4 8 1 2. Delaminasi 1 5 2 7 3 6 4 8 3. Kekerasan 1 2 3 4 5 6 7 8 4. MOE a. sejajar 1 3 4 2 6 7 8 5 b. tegak lurus 1 3 4 2 7 6 8 5 5. MOR a. sejajar 1 2 3 4 5 6 7 8 b. tegak lurus 1 2 3 4 6 5 7 8 6. Tekan searah panjang papan

a sejajar 1 2 3 4 5 6 7 8

b tegak lurus 1 4 2 3 5 6 7 8 7. Tekan searah tebal papan 1 2 3 4 5 6 7 8

Jumlah berdasarkan nilai

parameter tertinggi 14 31 34 36 50 58 70 67

Rangking 1 2 3 4 5 6 8 7

Keterangan:

1 = Superior 4 = Cukup 6 = Sangat kurang 8 = Sangat jelek

2 = Baik 5 = Kurang 7 = Jelek ₆₃

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Pola Penyusunan Strip Log core Tipe A Pola Penyusunan Strip Log core Tipe B Ketebalan Strip Ketebalan Strip

1,2 cm 1,8 cm 2,4 cm 1,2 cm 1,8 cm 2,4 cm 1. Kadar Air 1 2 5 3 4 6 2. Delaminasi 3 2 5 4 1 6 3. Kekerasan 1 2 5 4 3 5 4. MOE a. sejajar 4 64 3 6 2 1 5 b. tegak lurus 4 3 6 2 1 5 5. MOR a. sejajar 4 3 6 2 1 5 b. tegak lurus 4 3 6 2 1 5

6. Tekan searah panjang papan

a. sejajar 3 4 6 1 2 5

b. tegak lurus 3 4 6 1 2 5

7. Tekan searah tebal papan 1 3 5 2 4 6 Total Rangking Pengujian 28 29 56 23 20 52

Rangking 3 4 6 2 1 5

Keterangan:

1 = Superior 4 = Cukup 6 = Sangat kurang

2 = Baik 5 = Kurang

64

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A. Analisis Sidik Ragam Konstruksi Strip Log core dan Jenis Pelapis Optimum

Univariate Analysis of Variance

Between-Subjects Factors kotak 12 bulat 12 finir 6 tali 6 betung 6 andong 6 1,00 2,00 konstruksi 1,00 2,00 3,00 4,00 pelapis Value Label N

Tests of Between-Subjects Effects

Dependent Variable: KA 13,63a ₇ _1,95 _12,37 _,00 4686,37 1 4686,37 29777,36 ,00 ,08 1 ,08 ,53 ,48 13,22 3 4,41 28,01 ,00 ,32 3 ,11 ,69 ,57 2,52 16 ,16 4702,52 24 16,15 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

of Squares df Mean Square F Sig.

R Squared = ,84 (Adjusted R Squared = ,78) a.

Post Hoc Tests pelapis Homogeneous Subsets KA Duncana,b 6 12,72 6 14,17 6 14,36 6 14,64 1,00 ,07 pelapis finir andong betung tali Sig. N 1 2 Subset

Means for groups in homogeneous subsets are displayed. Based on Type III Sum of Squares

The error term is Mean Square(Error) = ,16. Uses Harmonic Mean Sample Size = 6,000. a.

Alpha = ,05. b.

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Univariate Analysis of Variance Between-Subjects Factors kotak 12 bulat 12 finir 6 tali 6 betung 6 andong 6 1,00 2,00 konstruksi 1,00 2,00 3,00 4,00 pelapis Value Label N

Dependent Variable: Delaminasi

3700,54a 7 528,65 31,03 ,00 4533,19 1 4533,19 266,09 ,00 78,16 1 78,16 4,59 ,05 3567,44 3 1189,15 69,80 ,00 54,94 3 18,31 1,07 ,39 272,58 16 17,04 8506,31 24 3973,12 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets Delaminasi Duncana,b 6 3,46 6 3,75 6 14,30 6 33,46 ,90 1,00 1,00 pelapis andong tali betung finir Sig. N 1 2 3 Subset

The error term is Mean Square(Error) = 17,04. Uses Harmonic Mean Sample Size = 6,000. a.

Alpha = ,05. b.

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Dependent Variable: Kekerasan

60684,67a ₇ _8669,24 _1,50 _,24 6358620,97 1 6358620,97 1100,78 ,00 54872,81 1 54872,81 9,50 ,01 5732,58 3 1910,86 ,33 ,80 79,27 3 26,42 ,00 1,00 92423,62 16 5776,48 6511729,26 24 153108,28 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets Kekerasan Duncana,b 6 492,00 6 510,03 6 523,92 6 532,96 ,40 pelapis finir tali betung andong Sig. N 1 Subset

Alpha = ,05. b.

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Dependent Variable: MORsjjr

177797,63a ₇ _25399,66 _6,88 _,00 1967110,04 1 1967110,04 533,12 ,00 101790,38 1 101790,38 27,59 ,00 38088,13 3 12696,04 3,44 ,04 37919,13 3 12639,71 3,43 ,04 59037,33 16 3689,83 2203945,00 24 236834,96 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets MORsjjr Duncana,b 6 222,83 6 287,67 287,67 6 303,33 6 331,33 ,08 ,26 pelapis finir tali betung andong Sig. N 1 2 Subset

Alpha = ,05. b.

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Dependent Variable: MORtgkl

119193,96a 7 17027,71 5,47 ,00 868301,04 1 868301,04 278,94 ,00 105205,04 1 105205,04 33,80 ,00 10034,46 3 3344,82 1,07 ,39 3954,46 3 1318,15 ,42 ,74 49806,00 16 3112,88 1037301,00 24 168999,96 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets MORtgkl Duncana,b 6 161,17 6 186,33 6 195,00 6 218,33 ,12 pelapis finir tali betung andong Sig. N 1 Subset

Alpha = ,05. b.

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Dependent Variable: MOEsjjr

359,72a 7 51,39 8,17 ,00 3551,21 1 3551,21 564,31 ,00 273,51 1 273,51 43,46 ,00 59,96 3 19,99 3,18 ,05 26,26 3 8,75 1,39 ,28 100,69 16 6,29 4011,62 24 460,41 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets MOEsjjr Duncana,b 6 9,87 6 11,65 11,65 6 13,07 13,07 6 14,07 ,05 ,13 pelapis tali betung andong finir Sig. N 1 2 Subset

Alpha = ,05. b.

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Dependent Variable: MOEtgkl

121,53a ₇ _17,36 _9,73 _,00 2541,01 1 2541,01 1423,61 ,00 50,20 1 50,20 28,12 ,00 59,10 3 19,70 11,04 ,00 12,23 3 4,08 2,28 ,12 28,56 16 1,78 2691,11 24 150,09 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets MOEtgkl Duncana,b 6 8,22 6 9,32 6 11,70 6 11,92 ,17 ,78 pelapis tali betung andong finir Sig. N 1 2 Subset

Alpha = ,05. b.

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Dependent Variable: Tekansjjr

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets Tekansjjr Duncana,b 6 162,29 6 197,20 6 204,50 6 211,57 1,00 ,32 pelapis finir tali betung andong Sig. N 1 2 Subset

Alpha = ,05. b.

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Dependent Variable: Tekantgkl

Type III Sum

Post Hoc Tests pelapis Homogeneous Subsets Tekantgkl Duncana,b 6 122,98 6 125,01 6 125,55 6 144,75 ,09 pelapis finir betung tali andong Sig. N 1 Subset

Alpha = ,05. b.

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Dependent Variable: Tekansearahtebal

2479,93a 7 354,28 ,35 ,92 4413552,67 1 4413552,67 4398,33 ,00 210,04 1 210,04 ,21 ,65 2260,92 3 753,64 ,75 ,54 8,97 3 2,99 ,00 1,00 16055,36 16 1003,46 4432087,96 24 18535,29 23 Source Corrected Model Intercept konstruksi pelapis konstruksi * pelapis Error Total Corrected Total

Type III Sum

Post Hoc Tests konstruksi Homogeneous Subsets Tekansearahtebal Duncana,b 12 425,88 12 431,79 12 1171,42 ,92 1,00 konstruksi bulat kotak nonlogcore Sig. N 1 2 Subset

Alpha = ,05. b.

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pelapis Homogeneous Subsets Tekansearahtebal Duncana,b 6 419,23 6 422,02 6 429,85 6 444,23 ,23 pelapis finir tali betung andong Sig. N 1 Subset

Alpha = ,05. b.

B. Analisis Sidik Ragam Pola Penyusunan dan Ketebalan Strip Log core Optimum

Between-Subjects Factors A(stripkota k) 9 B(stripkotak &panjang) 9 1,2cm 6 1,8cm 6 2,4cm 6 1,00 2,00 susunstrip 1,00 2,00 3,00 tebalstrip Value Label N

Dependent Variable: KA 6,82a 5 1,36 1,98 ,15 3095,43 1 3095,43 4499,94 ,00 2,05 1 2,05 2,98 ,11 4,42 2 2,21 3,22 ,08 ,35 2 ,17 ,25 ,78 8,25 12 ,69 3110,51 18 15,08 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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Post Hoc Tests tebalstrip Homogeneous Subsets KA Duncana,b 6 12,76 6 12,76 6 13,81 ,06 tebalstrip 1,2cm 1,8cm 2,4cm Sig. N 1 Subset

The error term is Mean Square(Error) = ,69. Uses Harmonic Mean Sample Size = 6,000. a.

Alpha = ,05. b.

Dependent Variable: Delaminasi

7,95a 5 1,59 ,19 ,96 91,74 1 91,74 10,99 ,01 1,02 1 1,02 ,12 ,73 5,11 2 2,55 ,31 ,74 1,82 2 ,91 ,11 ,90 100,21 12 8,35 199,90 18 108,16 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

R Squared = ,07 (Adjusted R Squared = -,31) a.

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tebalstrip Homogeneous Subsets Delaminasi Duncana,b 6 1,56 6 2,36 6 2,85 ,48 tebalstrip 1,8cm 2,4cm 1,2cm Sig. N 1 Subset

Alpha = ,05. b.

Dependent Variable: Kekerasan

199,17a 5 39,83 ,02 1,00 3784000,50 1 3784000,50 2105,99 ,00 76,06 1 76,06 ,04 ,84 43,00 2 21,50 ,01 ,99 80,11 2 40,06 ,02 ,98 21561,33 12 1796,78 3805761,00 18 21760,50 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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Post Hoc Tests tebalstrip Homogeneous Subsets Kekerasan Duncana,b 6 457,17 6 457,67 6 460,67 ,89 tebalstrip 2,4cm 1,2cm 1,8cm Sig. N 1 Subset

Alpha = ,05. b.

Dependent Variable: MORsjjr

122080,62a 5 24416,12 3,70 ,03 811529,85 1 811529,85 123,00 ,00 19403,48 1 19403,48 2,94 ,11 102625,35 2 51312,67 7,78 ,01 51,79 2 25,90 ,00 1,00 79174,53 12 6597,88 1012784,99 18 201255,15 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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tebalstrip Homogeneous Subsets MORsjjr Duncana,b 6 106,58 6 252,39 6 278,02 1,00 ,59 tebalstrip 2,4cm 1,2cm 1,8cm Sig. N 1 2 Subset

Alpha = ,05. b.

Dependent Variable: MORtgkl

132116,96a 5 26423,39 6,94 ,00 588740,48 1 588740,48 154,59 ,00 5757,78 1 5757,78 1,51 ,24 125413,48 2 62706,74 16,47 ,00 945,69 2 472,85 ,12 ,88 45700,57 12 3808,38 766558,00 18 177817,53 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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Post Hoc Tests tebalstrip Homogeneous Subsets MORtgkl Duncana,b 6 63,11 6 232,39 6 247,05 1,00 ,69 tebalstrip 2,4cm 1,2cm 1,8cm Sig. N 1 2 Subset

Alpha = ,05. b.

Dependent Variable: MOEsjjr

3641157504a 5 728231500,8 7,48 ,00 4,60E+010 1 4,60E+010 472,15 ,00 148753076 1 148753076,3 1,53 ,24 3484679761 2 1742339880 17,89 ,00 7724666,87 2 3862333,43 ,04 ,96 1168775387 12 97397948,88 5,08E+010 18 4809932890 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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tebalstrip Homogeneous Subsets MOEsjjr Duncana,b 6 30899,63 6 59402,12 6 61333,47 1,00 ,74 tebalstrip 2,4cm 1,2cm 1,8cm Sig. N 1 2 Subset

Alpha = ,05. b.

Dependent Variable: MOEtgkl

2891585219a 5 578317043,8 35,74 ,00 1,41E+010 1 1,41E+010 871,58 ,00 68918496,08 1 68918496,08 4,26 ,06 2801086883 2 1400543442 86,56 ,00 21579839,42 2 10789919,71 ,67 ,53 194165043 12 16180420,27 1,72E+010 18 3085750262 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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Post Hoc Tests tebalstrip Homogeneous Subsets MOEtgkl Duncana,b 6 10611,18 6 34055,28 6 39305,33 1,00 1,00 1,00 tebalstrip 2,4cm 1,2cm 1,8cm Sig. N 1 2 3 Subset

Alpha = ,05. b.

Dependent Variable: Tekansjjr

25140,41a 5 5028,08 7,61 ,00 292952,23 1 292952,23 443,51 ,00 2073,12 1 2073,12 3,14 ,10 21734,37 2 10867,19 16,45 ,00 1332,92 2 666,46 1,01 ,39 7926,38 12 660,53 326019,03 18 33066,79 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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tebalstrip Homogeneous Subsets Tekansjjr Duncana,b 6 83,55 6 130,68 6 168,50 1,00 1,00 1,00 tebalstrip 2,4cm 1,8cm 1,2cm Sig. N 1 2 3 Subset

Alpha = ,05. b.

Dependent Variable: Tekantgkl

17001,63a 5 3400,33 8,93 ,00 234960,61 1 234960,61 616,88 ,00 5951,92 1 5951,92 15,63 ,00 11003,95 2 5501,98 14,45 ,00 45,75 2 22,88 ,06 ,94 4570,59 12 380,88 256532,83 18 21572,22 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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Post Hoc Tests tebalstrip Homogeneous Subsets Tekantgkl Duncana,b 6 88,20 6 107,08 6 147,47 ,12 1,00 tebalstrip 2,4cm 1,8cm 1,2cm Sig. N 1 2 Subset

Alpha = ,05. b.

Dependent Variable: Tekansearahtebal

2133,20a 5 426,64 ,51 ,76 3475038,85 1 3475038,85 4141,81 ,00 268,35 1 268,35 ,32 ,58 1742,96 2 871,48 1,04 ,38 121,89 2 60,94 ,07 ,93 10068,17 12 839,01 3487240,21 18 12201,37 17 Source Corrected Model Intercept susunstrip tebalstrip susunstrip * tebalstrip Error Total Corrected Total

Type III Sum

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tebalstrip Homogeneous Subsets Tekansearahtebal Duncana,b 6 431,43 6 433,47 6 453,25 ,24 tebalstrip 2,4cm 1,8cm 1,2cm Sig. N 1 Subset

Alpha = ,05. b.

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A. Determinasi Konstruksi dan Jenis Pelapis Optimum Jenis Pelapis Konstruksi strip log

core Ulangan KA Delaminasi

(%) (%) Standar JAS < 14 < 42 Finir Kayu Karet Kotak 1 12,61 28,42 2 12,78 40,25 3 13,01 30,15 rataan 12,80 32,94 Bulat 1 12,89 31,30 2 12,74 33,45 3 12,31 37,17 rataan 12,65 33,98 Bambu Andong Kotak 1 14,26 4,89 2 14,33 0,00 3 14,22 1,91 rataan 14,27 2,27 Bulat 1 14,10 5,05 2 14,06 5,50 3 14,07 3,42 rataan 14,08 4,66 Bambu Betung Kotak 1 14,48 12,60 2 14,33 10,38 3 14,83 6,76 rataan 14,55 9,91 Bulat 1 14,81 12,55 2 14,69 20,96 3 12,99 22,55 rataan 14,17 18,69

Bambu Tali Kotak 1 14,43 0,00

2 14,57 0,00 3 14,56 7,89 rataan 14,52 2,63 Bulat 1 14,66 0,00 2 14,90 5,52 3 14,76 9,11 rataan 14,77 4,87

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Jenis Pelapis Bahan Inti Lapisan Ulangan KA Delaminasi

(%) (%)

Standar JAS < 14 < 42

Finir Kayu

Karet Finir Kayu Karet 1 12,84 15,12

2 12,60 5,33 3 12,65 15,52 rataan 12,70 11,99 Bambu Andong 1 13,79 0,00 2 14,01 13,46 3 13,40 20,61 rataan 13,73 11,36 Bambu Betung 1 13,19 7,05 2 13,35 11,47 3 13,16 9,69 rataan 13,23 9,41 Bambu Tali 1 14,05 9,87 2 14,04 11,80 3 13,99 13,06 rataan 14,03 11,57 Bambu

Andong Bambu Andong 1 14,71 4,35

2 14,61 4,20

3 14,44 4,09

rataan 14,59 4,21

Finir Kayu Karet 1 14,06 2,52

2 14,38 0,00

3 14,25 0,00

rataan 14,23 0,84

Bambu

Betung Bambu Betung 1 15,27 10,67

2 15,53 14,44

3 15,64 13,05

rataan 15,48 12,72

Finir Kayu Karet 1 14,13 13,31

2 15,21 17,33

3 14,56 9,99

rataan 14,63 13,54

Bambu Tali Bambu Tali 1 16,78 4,90

2 16,85 5,16

3 16,93 4,27

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Jenis Pelapis Bahan Inti Lapisan Ulangan KA Delaminasi

(%) (%)

Standar JAS < 14 < 42

Bambu Tali Finir Kayu Karet 1 14,23 2,53

2 14,94 3,03

3 15,29 0,00

rataan 14,82 1,86

B. Determinasi Pola Penyusunan dan Ketebalan Strip Log core Optimum

Jenis Pelapis

Pola Penyusunan Strip

Ketebalan

Strip Ulangan KA Delaminasi

(%) (%) Standar JAS < 14 < 42 Bambu Andong A 1,2 cm 1 12,23 0,00 2 11,86 5,24 3 12,71 1,44 rataan 12,27 2,22 1,8 cm 1 12,10 0,00 2 12,35 0,00 3 12,76 5,13 rataan 12,40 1,71 2,4 cm 1 14,73 2,84 2 13,44 3,53 3 12,80 0,00 rataan 12,27 2,22 B 1,2 cm 1 13,94 0,00 2 13,25 4,13 3 12,59 6,33 rataan 13,26 3,49 1,8 cm 1 11,47 1,37 2 13,57 1,12 3 14,33 1,75 rataan 13,12 1,41 2,4 cm 1 13,61 0,00 2 14,48 0,00 3 13,83 7,76 rataan 13,97 2,59

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Jenis Pelapis

Pola Penyusunan Strip

Ketebalan

Strip Ulangan KA Delaminasi

(%) (%) Standar JAS < 14 < 42 Finir Kayu Karet A 1,2 cm 1 10,79 19,31 2 10,26 18,86 3 10,46 22,55 rataan 10,50 20,24 1,8 cm 1 11,36 20,56 2 11,01 14,24 3 11,33 22,03 rataan 11,23 18,94 2,4 cm 1 12,26 19,64 2 11,71 28,24 3 11,63 15,37 rataan 11,87 21,09 B 1,2 cm 1 11,32 17,07 2 11,63 14,23 3 11,74 24,56 rataan 11,56 18,62 1,8 cm 1 13,80 19,58 2 13,06 19,46 3 11,71 23,06 rataan 12,86 20,70 2,4 cm 1 13,40 12,82 2 12,60 18,23 3 14,48 34,91 rataan 13,49 21,99

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Jenis Pelapis

Konstruksi strip log

core

Ulangan Kekerasan MOR MOE Keteguhan Tekan Searah Panjang Papan

Tekan Searah Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 ) ) 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 (Kgf/cm2 (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Finir Kayu Karet Kotak 1 599,00 180 216 19,35 12,75 175,31 116,98 399,10 2 622,00 276 269 17,43 14,02 179,39 146,57 471,00 3 400,00 210 164 19,96 12,14 188,98 149,07 398,50 rataan 540,33 222 217 18,91 12,97 181,22 137,54 422,87 Bulat 1 399,00 204 95 6,96 11,35 152,28 116,40 420,70 2 444,00 230 99 8,09 10,29 116,44 112,21 430,40 3 488,00 237 124 12,64 10,96 161,36 96,62 395,70 rataan 443,67 224 106 9,23 10,87 143,36 108,41 415,60 90 90

(35)

Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 ) 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Andong Kotak 1 544,00 373 353 17,07 11,62 235,14 158,78 431,20 2 600,00 470 286 18,17 11,25 217,51 141,04 460,30 3 605,50 468 280 15,55 13,85 199,67 166,02 451,20 rataan 583,17 437 306 16,93 12,24 217,44 155,28 447,57 Bulat 1 410,75 189 138 8,05 12,72 226,78 145,99 398,00 2 474,25 227 130 7,38 10,63 190,37 99,62 459,80 3 563,25 261 123 12,19 10,12 199,96 157,09 464,90 rataan 482,75 225 130 9,20 11,16 205,70 134,23 440,90 91 91

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Pelapis

core Searah Panjang Papan Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 ) 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Betung Kotak 1 605,00 500 286 14,88 10,88 207,62 128,49 395,20 2 493,50 425 216 16,69 12,84 221,91 117,48 449,10 3 616,00 222 261 11,20 11,52 217,50 131,37 453,80 rataan 571,50 382 254 14,26 11,75 215,68 125,78 432,70 Bulat 1 396,50 227 140 5,56 6,65 238,00 155,72 460,00 2 471,75 222 143 11,04 6,54 164,02 110,40 372,00 3 560,75 224 124 10,52 7,48 177,96 106,58 449,00 rataan 476,33 224 136 9,04 6,89 193,32 124,23 427,00 92 92

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Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 ) 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120

Bambu Tali Kotak 1 594,00 344 387 14,77 12,70 202,07 132,21 399,90 2 466,50 361 245 13,60 10,04 190,05 159,38 421,20 3 605,00 388 114 7,81 7,22 217,69 123,31 451,00 rataan 555,17 364 248 12,06 9,99 203,27 138,30 424,03 Bulat 1 519,00 224 110 7,67 6,72 223,18 125,12 427,00 2 491,00 171 124 7,26 5,72 194,28 120,99 399,00 3 406,55 238 138 8,10 6,94 155,93 92,28 434,00 rataan 472,18 211 124 7,67 6,46 191,13 112,79 420,00 93 93

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94 Papan Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/c m2) (Kgf/cm 2 ) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/c m2) (Kgf/c m2) (Kgf/cm 2 ) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120

Finir Kayu Karet

Finir Kayu Karet 1 544,00 509 360 23,32 14,27 217,21 202,01 560,00 2 422,00 434 350 23,39 18,96 235,84 201,13 1327,00 3 477,00 374 340 27,32 18,10 235,36 216,02 779,00 rataan 481,00 439 350 24,67 17,11 229,47 206,39 888,67 Bambu Andong 1 511,00 291 307 13,00 13,80 214,44 280,14 1064,00 2 533,00 354 299 15,28 18,74 216,85 276,07 1227,00 3 444,00 325 313 13,88 11,90 250,97 390,92 933,00 rataan 496,00 324 306 14,05 14,81 227,42 315,71 1074,67 Bambu Betung 1 433,00 381 286 20,26 16,10 240,77 270,48 1447,00 2 466,00 320 296 20,41 13,71 235,88 244,99 979,00 3 522,00 297 256 18,59 12,45 212,82 228,49 992,00 rataan 473,67 333 280 19,75 14,08 229,82 247,99 1139,33 94

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95 Sejajar serat Lurus Serat Sejajar serat Lurus Serat Sejajar serat Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 ) (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Tali 1 411,00 396 311 24,31 15,86 237,87 229,73 766,00 2 366,00 382 324 19,77 17,00 246,29 350,75 1238,00 3 377,00 385 346 25,24 16,41 254,13 210,11 1205,00 rataan 384,67 388 327 23,11 16,42 246,09 263,53 1069,67 Bambu Andong Bambu Andong 1 499,50 614 445 17,56 20,44 484,25 278,71 1450,00 2 605,00 564 384 16,88 11,43 320,14 317,39 1256,00 3 521,50 562 383 27,00 15,25 335,27 280,26 1642,00 rataan 542,00 580 404 20,48 15,71 379,89 292,12 1449,33 Finir Kayu Karet 1 566,00 395 431 37,89 13,28 384,87 232,87 533,40 2 499,50 528 363 21,61 14,63 333,27 255,50 1180,00 3 382,00 502 356 10,12 16,80 275,73 291,65 1312,00 rataan 482,50 475 383 23,20 14,90 331,29 260,01 1008,47 95

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Pelapis Lapisan Searah Panjang Papan Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 ) (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Betung Bambu Betung 1 527,00 429 240 20,33 14,31 347,20 309,39 1365,00 2 560,50 392 426 38,47 15,27 359,41 305,47 1226,00 3 488,00 519 494 14,03 13,95 341,77 257,49 1320,00 rataan 525,17 447 387 24,27 14,51 349,46 290,79 1303,67 Finir Kayu Karet 1 583,00 476 351 22,24 13,53 324,40 257,91 1401,00 2 410,50 478 310 15,10 16,74 333,52 256,78 1117,00 3 610,50 404 267 13,90 11,37 307,30 248,26 1013,00 rataan 534,67 452 309 17,08 13,88 321,74 254,31 1177,00 96 96

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Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 ) (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Tali Bambu Tali 1 494,00 373 372 11,98 15,62 281,89 218,78 1262,00 2 477,00 395 372 14,52 12,91 326,42 219,32 936,00 3 505,50 355 311 10,45 18,61 299,28 208,53 934,00 rataan 492,17 375 352 12,32 15,72 302,53 215,54 1044,00 Finir Kayu Karet 1 571,50 432 375 14,28 13,46 258,79 204,14 1262,00 2 566,00 511 230 21,79 10,89 287,16 202,76 936,00 3 549,00 369 324 16,71 12,32 296,92 205,37 934,00 rataan 562,17 438 310 17,59 12,22 280,96 204,09 1044,00 97 97

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98 98 Jenis Pelapis Pola Penyusunan Strip Ketebalan

Strip Ulangan Kekerasan MOR MOE

Keteguhan Tekan Searah Panjang Papan

Keteguhan Tekan Searah Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 ) (Kgf/cm2) (Kgf/cm2 ) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Andong A 1,2 cm 1 500,00 181 261 50,89 32,89 164,08 140,92 414,30 2 475,00 298 198 60,43 30,68 151,67 119,73 478,30 3 413,00 186 186 58,46 28,11 171,35 121,01 478,20 rataan 462,67 222 215 56,60 30,56 162,36 127,22 456,93 1,8 cm 1 448,00 279 226 63,21 34,80 80,89 84,66 441,80 2 434,00 180 218 50,66 36,15 109,80 85,75 443,70 3 503,00 276 270 59,00 43,86 132,97 97,08 436,30 rataan 461,67 245 238 57,62 38,27 107,89 89,16 440,60 2,4 cm 1 462,00 46 23 29,08 9,32 68,11 85,96 416,80 2 490,00 73 39 22,52 8,86 89,73 68,89 430,90 3 420,00 96 47 34,78 9,65 82,99 60,62 448,90

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99 99 Jenis Pelapis Pola Penyusunan Strip Ketebalan

Tekan Searah Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 ) (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Bambu Andong B 1,2 cm 1 412,00 289 189 59,57 34,89 168,90 138,90 434,40 2 466,00 362 362 72,69 43,58 186,59 198,59 449,10 3 480,00 198 198 54,36 34,18 168,39 165,71 465,20 rataan 452,67 283 250 62,21 37,55 174,63 167,73 449,57 1,8 cm 1 432,00 477 253 86,10 41,27 120,61 120,10 449,40 2 440,00 267 267 59,15 42,65 125,20 158,94 378,70 3 507,00 190 250 49,87 37,11 214,59 95,96 450,90 rataan 459,67 311 256 65,04 40,34 153,47 125,00 426,33 2,4 cm 1 473,00 84 18 26,09 8,80 92,97 102,17 456,40 2 504,00 181 44 37,56 8,61 94,63 101,06 386,80

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Jenis Pelapis Pola Penyusunan Strip Ketebalan

Tekan Searah Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2) (Kgf/cm2) ( 10 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 100 ) (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Finir Kayu Karet A 1,2 cm 1 458,00 193 92 52,04 24,58 105,34 93,74 443,20 2 444,00 186 235 42,65 27,04 109,29 104,65 432,60 3 482,00 282 215 60,58 26,21 107,60 96,39 463,50 rataan 461,33 220 181 51,76 25,94 107,41 98,26 446,43 1,8 cm 1 400,00 194 144 52,64 29,16 98,29 85,09 420,20 2 480,00 266 231 56,02 31,09 109,94 87,03 428,20 3 494,00 253 302 54,69 33,32 105,47 89,24 439,00 rataan 458,00 238 226 54,45 31,19 104,57 87,12 429,13 2,4 cm 1 452,00 45 21 5,92 6,55 69,73 65,23 439,20 2 460,00 46 17 7,50 7,83 79,66 67,20 399,60 100

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Pelapis Penyusunan

Strip Strip

Ulangan Kekerasan MOR MOE

Searah Panjang Papan Searah

Tebal Papan Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat Sejajar serat Tegak Lurus Serat (Kgf/cm2) (Kgf/cm2 101 101 ) (Kgf/cm2) ( 10 ) 3 kgf/cm2) ( 103 kgf/cm2) (Kgf/cm 2 (Kgf/cm2) (Kgf/cm2) Standar JAS > 220 > 180 > 55 > 35 > 110 > 120 Finir Kayu Karet B 1,2 cm 1 494,00 209 223 53,82 27,73 132,52 118,06 387,70 2 420,00 292 236 57,63 27,68 140,47 179,65 436,60 3 465,00 287 219 55,82 26,67 150,84 140,27 428,60 rataan 459,67 263 226 55,76 27,36 141,27 145,99 417,63 1,8 cm 1 457,00 208 191 51,15 36,17 168,31 104,16 413,50 2 459,00 329 215 74,66 33,88 134,09 90,03 415,60 3 453,00 255 300 50,49 39,94 142,10 96,60 411,80 rataan 456,33 264 235 58,77 36,66 148,17 96,93 413,63 2,4 cm 1 455,00 24 10 15,41 6,86 80,47 90,45 406,40 2 448,00 71 127 12,76 15,60 87,62 89,07 353,40 3 454,00 76 31 26,66 7,77 76,80 79,67 373,40 rataan 452,33 57 56 18,28 10,08 81,63 86,40 377,73