| PIPE
WALL THICKNESS CALCULATION FOR 48" CRUDE EXPORT PIPELINE |
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| Minimum Wall Thickness Calculation as per ASME B31.4 para. 404.1 | |||||
| 1 | General | ||||
| The required thickness of pipe shall be equal to or greater than tn determined | |||||
| in accordance with the following equation | |||||
| tn = t + A (1a) | |||||
| 2 | Nomenclature | ||||
| tn ; Nominal wall thickness satisfying requirements of pressure and allowance | |||||
| Pi ; Internal design gauge pressure (psig) | |||||
| D ; Outside diameter of Pipe (in) | |||||
| S ; applicable allowable stress value (psi) | |||||
| CA ; Corrosion allowance (in) | |||||
| A ; Additional thickness ; the sum of mechanical allowances | |||||
| (threading or grooving) plus corrosion allowances (in) | |||||
| t ; Pressure design thickness Only (in) | |||||
| t = (Pi x D) / (2 x S) (2a) | |||||
| 3 | Calculation | ||||
| 1) CODE ASME B 31.4 | |||||
| 2) Design Data | |||||
| - Material Spec. : API 5L Gr. X52 SAW | |||||
| - Design Condition : Temperature 200 0 F | |||||
| Pi = 850 Psi g | |||||
| CA = 0.125 inch | = 3.2 mm | ||||
| A = 0 + CA = CA = 0.125 inch | |||||
| S = 37450 Psi | |||||
| 3) Result | |||||
| NPS (in) | 48 | ||||
| (D) Outside dia (in) | 48 | ||||
| (S) Allowable Stress (Psi) | 37450 | ||||
| (t) Thickness as per Eq. (2a) | 0.5447 | ||||
| (A) Additional Thickness | 0.125 | ||||
| (tn) Reqd. Min. Thk. = (t) + (A) | 0.6697 | ||||
| Selected Nominal Thickness (in) | 0.6880 | ||||
Tuesday, November 26, 2013
Pipe wall thickness calculation as per ASME B31.4
Beam design details for laterally unsupported
Laterally Unsupported Beam Design
calculating Bending Moment (M=W* x L2 / 8)
Shear Force(V = W* x L / 2)
Section Modules(Z = M /(σbc or σbt))
Calculated Average Shear Stress ( ζva = V /(h x Tw))
Permissible Shear Stress(ζv = 0.4 x fy)
click the link
http://www.4shared.com/office/cqjfMq0l/Laterally_Unsupported_Beam_Des.html
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