baja soal no 11
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Tabel Perhitungan Tahanan Nominal Data Profil Kondisi Profil F Ag e ix=iy L Leleh Fraktur φNn U Ae φNn cm2 cm2 cm cm cm kN cm2 kN 40.40.4 3.08 6.16 1.12 1.21 275.00 133.06 1.00 5.54 153.85 40.40.5 3.79 7.58 1.16 1.20 275.00 163.73 1.00 6.82 189.31 40.40.6 4.48 8.96 1.20 1.19 275.00 193.54 1.00 8.06 223.78 45.45.5 4.30 8.60 1.28 1.35 275.00 185.76 1.00 7.74 214.79 45.45.7 5.86 11.72 1.36 1.33 275.00 253.15 1.00 10.55 292.71 50.50.5 4.80 9.60 1.40 1.51 275.00 207.36 0.99 8.64 239.76 50.50.6 5.69 11.38 1.45 1.50 275.00 245.81 0.99 10.24 284.22 50.50.7 6.56 13.12 1.49 1.49 275.00 283.39 0.99 11.81 327.67 50.50.9 8.24 16.48 1.56 1.47 275.00 355.97 0.99 14.83 411.59 55.55.6 6.31 12.62 1.56 1.66 275.00 272.59 0.99 11.36 315.18 55.55.8 8.23 16.46 1.64 1.64 275.00 355.54 0.99 14.81 411.09 55.55.10 10.10 20.20 1.72 1.62 275.00 436.32 0.99 18.18 504.50 60.60.6 6.91 13.82 1.69 1.82 275.00 298.51 0.99 12.44 345.15 60.60.8 9.03 18.06 1.77 1.80 275.00 390.10 0.99 16.25 451.05 60.60.10 11.10 22.20 1.85 1.78 275.00 479.52 0.99 19.98 554.45 65.65.7 8.70 17.40 1.85 1.96 275.00 375.84 0.99 15.66 434.57 65.65.9 11.00 22.00 1.93 1.94 275.00 475.20 0.99 19.80 549.45 65.65.11 13.20 26.40 2.00 1.91 275.00 570.24 0.99 23.76 659.34 70.70.7 9.40 18.80 1.97 2.12 275.00 406.08 0.99 16.92 469.53 70.70.9 11.90 23.80 2.05 2.10 275.00 514.08 0.99 21.42 594.41 70.70.11 14.30 28.60 2.13 2.08 275.00 617.76 0.99 25.74 714.29 75.75.7 10.10 20.20 2.09 2.28 275.00 436.32 0.99 18.18 504.50 75.75.8 11.50 23.00 2.13 2.26 275.00 496.80 0.99 20.70 574.43 75.75.10 14.10 28.20 2.21 2.25 275.00 609.12 0.99 25.38 704.30 75.75.12 16.70 33.40 2.29 2.22 275.00 721.44 0.99 30.06 834.17 80.80.8 12.30 24.60 2.26 2.42 275.00 531.36 0.99 22.14 614.39 80.80.10 15.10 30.20 2.34 2.41 275.00 652.32 0.99 27.18 754.25 80.80.12 17.90 35.80 2.41 2.39 275.00 773.28 0.99 32.22 894.11 80.80.14 20.60 41.20 2.48 2.36 275.00 889.92 0.99 37.08 1028.97 90.90.9 15.5 31 2.54 2.74 275.00 669.6 0.99 27.90 774.23 90.90.11 18.7 37.4 2.62 2.72 275.00 807.84 0.99 33.66 934.07 90.90.13 21.8 43.6 2.6 2.69 275.00 941.76 0.99 39.24 1088.91 90.90.16 26.4 52.8 2.81 2.66 275.00 1140.48 0.99 47.52 1318.68 100.100.10 19.2 38.4 2.82 3.04 275.00 829.44 0.99 34.56 959.04 100.100.12 22.7 45.4 2.9 3.02 275.00 980.64 0.99 40.86 1133.87 100.100.14 26.2 52.4 2.98 3 275.00 1131.84 0.99 47.16 1308.69 100.100.20 36.2 72.4 3.2 2.93 275.00 1563.84 0.99 65.16 1808.19 (Sumber Data Profil : Gunawan, Rudy.1988. Tabel Profil Konstruksi Baja. Kanisius: Yogyakarta)
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Transcript of baja soal no 11
Tabel Perhitungan Tahanan Nominal
Data Profil Kondisi
ProfilF Ag e ix=iy L
Leleh FrakturφNn
UAe φNn
cm2 cm2 cm cm cm kN cm2 kN
40.40.4 3.08 6.16 1.12 1.21 275.00 133.06 1.00 5.54 153.8540.40.5 3.79 7.58 1.16 1.20 275.00 163.73 1.00 6.82 189.3140.40.6 4.48 8.96 1.20 1.19 275.00 193.54 1.00 8.06 223.7845.45.5 4.30 8.60 1.28 1.35 275.00 185.76 1.00 7.74 214.7945.45.7 5.86 11.72 1.36 1.33 275.00 253.15 1.00 10.55 292.7150.50.5 4.80 9.60 1.40 1.51 275.00 207.36 0.99 8.64 239.7650.50.6 5.69 11.38 1.45 1.50 275.00 245.81 0.99 10.24 284.2250.50.7 6.56 13.12 1.49 1.49 275.00 283.39 0.99 11.81 327.6750.50.9 8.24 16.48 1.56 1.47 275.00 355.97 0.99 14.83 411.5955.55.6 6.31 12.62 1.56 1.66 275.00 272.59 0.99 11.36 315.1855.55.8 8.23 16.46 1.64 1.64 275.00 355.54 0.99 14.81 411.0955.55.10 10.10 20.20 1.72 1.62 275.00 436.32 0.99 18.18 504.5060.60.6 6.91 13.82 1.69 1.82 275.00 298.51 0.99 12.44 345.1560.60.8 9.03 18.06 1.77 1.80 275.00 390.10 0.99 16.25 451.0560.60.10 11.10 22.20 1.85 1.78 275.00 479.52 0.99 19.98 554.4465.65.7 8.70 17.40 1.85 1.96 275.00 375.84 0.99 15.66 434.5665.65.9 11.00 22.00 1.93 1.94 275.00 475.20 0.99 19.80 549.4565.65.11 13.20 26.40 2.00 1.91 275.00 570.24 0.99 23.76 659.3470.70.7 9.40 18.80 1.97 2.12 275.00 406.08 0.99 16.92 469.5370.70.9 11.90 23.80 2.05 2.10 275.00 514.08 0.99 21.42 594.4170.70.11 14.30 28.60 2.13 2.08 275.00 617.76 0.99 25.74 714.2975.75.7 10.10 20.20 2.09 2.28 275.00 436.32 0.99 18.18 504.5075.75.8 11.50 23.00 2.13 2.26 275.00 496.80 0.99 20.70 574.4375.75.10 14.10 28.20 2.21 2.25 275.00 609.12 0.99 25.38 704.3075.75.12 16.70 33.40 2.29 2.22 275.00 721.44 0.99 30.06 834.1780.80.8 12.30 24.60 2.26 2.42 275.00 531.36 0.99 22.14 614.3980.80.10 15.10 30.20 2.34 2.41 275.00 652.32 0.99 27.18 754.2480.80.12 17.90 35.80 2.41 2.39 275.00 773.28 0.99 32.22 894.1080.80.14 20.60 41.20 2.48 2.36 275.00 889.92 0.99 37.08 1028.9790.90.9 15.5 31 2.54 2.74 275.00 669.6 0.99 27.90 774.2390.90.11 18.7 37.4 2.62 2.72 275.00 807.84 0.99 33.66 934.0690.90.13 21.8 43.6 2.6 2.69 275.00 941.76 0.99 39.24 1088.9190.90.16 26.4 52.8 2.81 2.66 275.00 1140.48 0.99 47.52 1318.68100.100.10 19.2 38.4 2.82 3.04 275.00 829.44 0.99 34.56 959.04100.100.12 22.7 45.4 2.9 3.02 275.00 980.64 0.99 40.86 1133.87100.100.14 26.2 52.4 2.98 3 275.00 1131.84 0.99 47.16 1308.69100.100.20 36.2 72.4 3.2 2.93 275.00 1563.84 0.99 65.16 1808.19
(Sumber Data Profil : Gunawan, Rudy.1988. Tabel Profil Konstruksi Baja. Kanisius: Yogyakarta)
