pipe lowering calculation
Post on 18-Jan-2016
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Input Value Station, X (m)Young's Modulus, E (Pa) 2.00E+11 0One half diameter of Pipeline, C1 (m) 0.355 1Specified Minimum Yield Strength, SMYS (Pa) 4.48E+08 2Allowable bending stress ratio, SR 0.5 3Allowable bending stress, S (Pa) 2.24E+08 4Radius of bend, R (m) 317 5Deflection or drop from the horizontal, Y (m) 0.45 6Horizontal distance, X (m) 17 7Total Horizontal distance, X (m) 34 8
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Deflection, Y (m) Numeric Input0.00 3.65 Young's Modulus, E (Pa)0.00 One half diameter of Pipeline, C1 (m)0.01 Specified Minimum Yield Strength, SMYS (Pa)0.01 Allowable bending stress ratio, SR0.03 Allowable bending stress, S (Pa)0.04 Radius of bend, R (m)0.06 Deflection or drop from the horizontal, Y (m)0.08 Horizontal distance, X (m)0.10 Total Horizontal distance, X (m)0.130.160.190.230.270.310.360.400.460.460.460.470.480.500.510.530.560.580.610.650.680.720.770.810.860.91
Value Station, X (m) Deflection, Y (m) Numeric2.00E+11 0 0.00 50
0.355 1 0.004.48E+08 2 0.01
0.75 3 0.023.36E+08 4 0.04
211 5 0.061 6 0.09
21 7 0.1241 8 0.15
9 0.1910 0.2411 0.2912 0.3413 0.4014 0.4615 0.5316 0.6117 0.6818 0.7719 0.8620 0.9521 1.0522 1.1523 1.2624 1.3725 1.4826 1.6127 1.7328 1.8629 2.0030 2.1431 2.2932 2.4433 2.5934 2.7535 2.9236 3.0937 3.2638 3.4439 3.6340 3.8241 4.0242 4.22
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