(Kapitel 08) - BE Group

More documents

Recommendations

Info

Bröderna EdstrandRörKonstruktionstabell DIN 2395.1 forts.Vikt och ytor Böjning i x-led Böjning i y-ledg F A Ix Wx Zx ix Iy Wy Zy iyDimension kg/m m 2 /m mm 2 mm 4 mm 3 mm 3 mm mm 4 mm 3 mm 3 mm10 6 10 3 10 3 10 6 10 3 10 360601.50 2.75 0.238 350 0.1995 6.65 7.67 23.9 0.1995 6.65 7.67 23.960602.00 3.62 0.237 461 0.2575 8.58 9.99 23.6 0.2575 8.58 9.99 23.660602.50 4.45 0.235 567 0.3105 10.35 12.17 23.4 0.3105 10.35 12.17 23.460603.00 5.07 0.225 645 0.3371 11.24 13.48 22.9 0.3371 11.24 13.48 22.980801.50 3.69 0.318 470 0.4824 12.06 13.83 32.0 0.4824 12.06 13.83 32.080802.00 4.87 0.317 621 0.6278 15.69 18.12 31.8 0.6278 15.69 18.12 31.880802.50 6.02 0.315 767 0.7641 19.10 22.21 31.6 0.7641 19.10 22.21 31.61001001.50 4.63 0.398 590 0.9535 19.07 21.78 40.2 0.9535 19.07 21.78 40.21001002.00 6.13 0.397 781 1.2470 24.94 28.65 40.0 1.2470 24.94 28.65 40.01001002.50 7.59 0.395 967 1.5262 30.52 35.26 39.7 1.5262 30.52 35.26 39.71280.80 0.23 0.039 30 0.0006 0.09 0.12 4.3 0.0003 0.07 0.09 3.11281.00 0.28 0.039 36 0.0007 0.11 0.14 4.2 0.0003 0.08 0.10 3.01281.25 0.34 0.039 43 0.0007 0.12 0.16 4.1 0.0004 0.09 0.12 2.91281.50 0.39 0.038 50 0.0008 0.14 0.18 4.0 0.0004 0.10 0.13 2.818100.80 0.33 0.055 42 0.0018 0.20 0.25 6.5 0.0007 0.14 0.16 4.018101.00 0.41 0.055 52 0.0021 0.24 0.30 6.4 0.0008 0.16 0.19 4.018101.25 0.50 0.055 63 0.0025 0.28 0.36 6.3 0.0009 0.19 0.23 3.918101.50 0.58 0.054 74 0.0028 0.31 0.41 6.2 0.0010 0.21 0.26 3.818102.00 0.73 0.053 93 0.0032 0.36 0.49 5.9 0.0012 0.24 0.31 3.620100.80 0.36 0.059 46 0.0023 0.23 0.29 7.1 0.0008 0.15 0.18 4.120101.00 0.44 0.059 56 0.0028 0.28 0.35 7.0 0.0009 0.18 0.21 4.020101.25 0.54 0.059 68 0.0033 0.33 0.42 6.9 0.0010 0.21 0.25 3.920101.50 0.63 0.058 80 0.0037 0.37 0.48 6.8 0.0012 0.23 0.29 3.8forts.Konstruktionstabell DIN 2395.1 forts.Vikt och ytor Böjning i x-led Böjning i y-ledg F A Ix Wx Zx ix Iy Wy Zy iyDimension kg/m m 2 /m mm 2 mm 4 mm 3 mm 3 mm mm 4 mm 3 mm 3 mm10 6 10 3 10 3 10 6 10 3 10 320102.00 0.79 0.057 101 0.0043 0.43 0.58 6.5 0.0013 0.26 0.34 3.620151.00 0.52 0.069 66 0.0037 0.37 0.45 7.5 0.0023 0.31 0.36 5.920151.25 0.64 0.069 81 0.0044 0.44 0.54 7.4 0.0028 0.37 0.44 5.820151.50 0.75 0.068 95 0.0050 0.50 0.62 7.2 0.0031 0.42 0.51 5.720152.00 0.95 0.067 121 0.0059 0.59 0.76 7.0 0.0037 0.49 0.62 5.525101.00 0.52 0.069 66 0.0049 0.39 0.50 8.6 0.0011 0.22 0.26 4.125101.25 0.64 0.069 81 0.0058 0.47 0.61 8.5 0.0013 0.26 0.31 4.025101.50 0.75 0.068 95 0.0067 0.53 0.70 8.4 0.0014 0.29 0.35 3.925102.00 0.95 0.067 121 0.0079 0.63 0.86 8.1 0.0016 0.33 0.42 3.725151.00 0.60 0.079 76 0.0063 0.51 0.62 9.1 0.0028 0.38 0.43 6.125151.25 0.73 0.079 93 0.0076 0.61 0.76 9.0 0.0033 0.45 0.52 6.025151.50 0.86 0.078 110 0.0087 0.70 0.88 8.9 0.0038 0.51 0.61 5.925152.00 1.10 0.077 141 0.0105 0.84 1.09 8.7 0.0045 0.60 0.75 5.725201.00 0.68 0.089 86 0.0078 0.62 0.74 9.5 0.0055 0.55 0.64 8.025201.25 0.83 0.089 106 0.0094 0.75 0.91 9.4 0.0066 0.66 0.77 7.925201.50 0.98 0.088 125 0.0108 0.86 1.06 9.3 0.0076 0.76 0.90 7.825202.00 1.26 0.087 161 0.0132 1.06 1.32 9.1 0.0092 0.92 1.12 7.630101.00 0.60 0.079 76 0.0079 0.52 0.68 10.2 0.0013 0.26 0.30 4.130101.20 0.71 0.079 90 0.0091 0.61 0.80 10.1 0.0015 0.30 0.35 4.130101.25 0.73 0.079 93 0.0094 0.63 0.83 10.0 0.0015 0.30 0.36 4.030101.50 0.86 0.078 110 0.0108 0.72 0.96 9.9 0.0017 0.34 0.41 3.930102.00 1.10 0.077 141 0.0130 0.87 1.19 9.6 0.0020 0.39 0.50 3.730151.00 0.68 0.089 86 0.0100 0.66 0.83 10.8 0.0033 0.44 0.50 6.2forts.250251
Bröderna EdstrandRörKonstruktionstabell DIN 2395.1 forts.Vikt och ytor Böjning i x-led Böjning i y-ledg F A Ix Wx Zx ix Iy Wy Zy iyDimension kg/m m 2 /m mm 2 mm 4 mm 3 mm 3 mm mm 4 mm 3 mm 3 mm10 6 10 3 10 3 10 6 10 3 10 330151.20 0.80 0.089 102 0.0116 0.77 0.97 10.7 0.0038 0.51 0.59 6.130151.25 0.83 0.089 106 0.0120 0.80 1.01 10.6 0.0039 0.53 0.61 6.130151.50 0.98 0.088 125 0.0139 0.92 1.17 10.5 0.0045 0.60 0.71 6.030152.00 1.26 0.087 161 0.0169 1.13 1.47 10.3 0.0054 0.72 0.88 5.830161.00 0.69 0.091 88 0.0104 0.69 0.86 10.9 0.0038 0.48 0.55 6.630161.20 0.82 0.091 104 0.0121 0.81 1.01 10.8 0.0044 0.55 0.64 6.530161.25 0.85 0.091 108 0.0125 0.83 1.04 10.7 0.0046 0.57 0.66 6.530161.50 1.01 0.090 128 0.0145 0.96 1.22 10.6 0.0052 0.65 0.77 6.430162.00 1.29 0.089 165 0.0177 1.18 1.52 10.4 0.0063 0.79 0.96 6.230201.00 0.75 0.099 96 0.0121 0.80 0.97 11.2 0.0064 0.64 0.73 8.230201.20 0.89 0.099 114 0.0141 0.94 1.14 11.1 0.0074 0.74 0.86 8.130201.25 0.93 0.099 118 0.0146 0.97 1.19 11.1 0.0077 0.77 0.89 8.130201.50 1.10 0.098 140 0.0169 1.13 1.39 11.0 0.0089 0.89 1.04 8.030202.00 1.42 0.097 181 0.0208 1.39 1.75 10.7 0.0108 1.08 1.30 7.730251.00 0.83 0.109 106 0.0142 0.94 1.12 11.6 0.0107 0.85 0.98 10.030251.20 0.99 0.109 126 0.0166 1.11 1.32 11.5 0.0125 1.00 1.16 9.930251.25 1.03 0.109 131 0.0172 1.15 1.37 11.5 0.0129 1.03 1.20 9.930251.50 1.22 0.108 155 0.0200 1.33 1.60 11.3 0.0150 1.20 1.41 9.830252.00 1.57 0.107 201 0.0248 1.65 2.03 11.1 0.0185 1.48 1.78 9.631.7191.00 0.76 0.101 97 0.0133 0.84 1.02 11.7 0.0060 0.63 0.71 7.831.7191.20 0.91 0.100 116 0.0156 0.98 1.21 11.6 0.0069 0.73 0.84 7.731.7191.25 0.94 0.100 120 0.0161 1.02 1.25 11.6 0.0072 0.75 0.87 7.731.7191.50 1.12 0.099 142 0.0187 1.18 1.46 11.5 0.0082 0.87 1.02 7.6forts.Konstruktionstabell DIN 2395.1 forts.Vikt och ytor Böjning i x-led Böjning i y-ledg F A Ix Wx Zx ix Iy Wy Zy iyDimension kg/m m 2 /m mm 2 mm 4 mm 3 mm 3 mm mm 4 mm 3 mm 3 mm10 6 10 3 10 3 10 6 10 3 10 331.7192.00 1.44 0.098 183 0.0231 1.45 1.84 11.2 0.0100 1.06 1.27 7.431.815.91.00 0.72 0.095 91 0.0119 0.75 0.93 11.4 0.0040 0.50 0.57 6.631.815.91.20 0.85 0.094 108 0.0140 0.88 1.10 11.3 0.0046 0.58 0.67 6.531.815.91.25 0.88 0.094 113 0.0144 0.91 1.14 11.3 0.0048 0.60 0.69 6.531.815.91.50 1.05 0.093 133 0.0167 1.05 1.33 11.2 0.0054 0.68 0.80 6.431.815.92.00 1.35 0.092 171 0.0205 1.29 1.67 10.9 0.0066 0.82 1.00 6.235101.00 0.68 0.089 86 0.0118 0.67 0.88 11.7 0.0015 0.30 0.35 4.235101.20 0.80 0.089 102 0.0137 0.78 1.04 11.6 0.0017 0.34 0.40 4.135101.25 0.83 0.089 106 0.0142 0.81 1.08 11.6 0.0018 0.35 0.42 4.135101.50 0.98 0.088 125 0.0163 0.93 1.25 11.4 0.0020 0.40 0.48 4.035102.00 1.26 0.087 161 0.0198 1.13 1.56 11.1 0.0023 0.46 0.58 3.835151.00 0.75 0.099 96 0.0147 0.84 1.05 12.4 0.0038 0.51 0.57 6.335151.20 0.89 0.099 114 0.0171 0.98 1.24 12.3 0.0044 0.59 0.67 6.235151.25 0.93 0.099 118 0.0177 1.01 1.29 12.2 0.0045 0.60 0.70 6.235151.50 1.10 0.098 140 0.0205 1.17 1.50 12.1 0.0052 0.69 0.81 6.135152.00 1.42 0.097 181 0.0253 1.44 1.89 11.8 0.0062 0.83 1.01 5.935152.50 1.70 0.095 217 0.0288 1.65 2.21 11.5 0.0070 0.93 1.16 5.735161.00 0.77 0.101 98 0.0152 0.87 1.09 12.5 0.0044 0.55 0.62 6.735161.20 0.91 0.101 116 0.0178 1.02 1.28 12.4 0.0051 0.64 0.73 6.635161.25 0.95 0.101 121 0.0184 1.05 1.33 12.3 0.0053 0.66 0.76 6.635161.50 1.12 0.100 143 0.0214 1.22 1.56 12.2 0.0060 0.75 0.88 6.535162.00 1.45 0.099 185 0.0264 1.51 1.96 12.0 0.0073 0.91 1.10 6.335162.50 1.74 0.097 222 0.0301 1.72 2.29 11.6 0.0082 1.02 1.27 6.1forts.252253
Page 1: RörIndelningsgrunder för rör ...
Page 4 and 5: Bröderna EdstrandRörVarmvalsade s
Page 6 and 7: Bröderna EdstrandRörGodstjockleks
Page 8 and 9: Bröderna EdstrandRörUtdrag ur dim
Page 10 and 11: Bröderna EdstrandRörMekaniska ege
Page 12 and 13: Bröderna EdstrandRörMekaniska ege
Page 14 and 15: Bröderna EdstrandRörKemisk analys
Page 16 and 17: Bröderna EdstrandRörKonstruktions
Page 24 and 25: Bröderna EdstrandÄmnesrör (Hollo
Page 26 and 27: Bröderna EdstrandRörDimensionspro

(Kapitel 08) - BE Group

Create successful ePaper yourself

Delete template?

Save as template?