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https://www.calcstress.com/calculation-sheets-cdlv
Local stress calculator for saddle supports and bare supported pipes. Interactive graphs which demonstrate local stress sensitivity to design parameters of the attachments. Also it includes distributed circumferential moment and local stress for a bare supported pipe
https://www.dipra.org/ductile-iron-pipe-resources/calculators/design-of-ductile-iron-pipe-on-supports
This program is based on the equations and procedures found in the DIPRA brochure Design of Ductile Iron Pipe on Supports.Conservative assumptions, along with an explicit safety factor, have been employed to assure a conservative design with an adequate overall safety factor.
https://communities.bentley.com/products/pipe_stress_analysis/w/pipe_stress_analysis__wiki/23613/saddles-calculation-of-the-horizontal-longitudinal-reactions-rahl-when-do-the-sliding-saddles-start-to-move
Saddles - Calculation of the horizontal longitudinal reactions (RaHL) When do the sliding saddles start to move? Ans: It depends on the friction factor input in the dialog of the saddles between the sliding saddles and the concrete or the plate under the sliding saddles.
https://www.nrc.gov/docs/ML0731/ML073190432.pdf
Document design calculations for pipe support referenced in calculations title. OR1ONiAL This calculation verifies pipe support. the structural adequacy of the subject Legibil 8Wc ity evaluated and peydfor , aUe 9305280306 930522 PDR ADOCK 05000390 Signature p A PDR C Microfilm and store calculations in RIMS Service Center. :J, -
http://www.engineering-eye.com/AP_VESSEL/download/pdf/AutoPIPE_Vessel_Tutorial_Pressure_Vessel_output.pdf
ASME II 2013 SA106GRB Seamless pipe ASME II 2013 SA105 Forging Units: SI g = 9.80665 m/s 2 [ Weight (N) = Mass (kg) × g ] CTC ... Ravg Average stress to cause rupture in 100,000 hours at design temperature. Above room temperature, the value used is the lower of the room and at temperature values. ... Design Calculations
http://lmico.net/userfiles/file/Technical%20Reports/Design-Pipe-On-Supports.pdf
Saddle Angle and Support Width Pipe supports should cradle the pipe in a saddle (see Figure 1). This cradling, which should follow the contour of the pipe, minimizes stress concentrations at the supports. It is recom - mended that the saddle angle (ß) of the support be between 90° and 120°. Little or no benefit is gained by increasing the
http://www.cooperindustries.com/content/dam/public/bline/Resources/Library/catalogs/pipe_hangers/pipe_hangers_and_supports/Supports.pdf
Pipe supports offered in this section are designed to support pipe from a base structure where vertical adjustment may be required. Pipe guides and slides are designed to allow longitudinal movement due to thermal expansion and contraction of pipe. Protection shields and saddles are designed to prevent damage to pipe insulation. Materials
http://www.armacell.us/products/insuguard/
Insuguard Pipe Saddle/Support. Insuguard® is designed to accommodate movement of the pipes generated by thermal expansion and vibration. With its unique sliding design at each end, Insuguard easily and effectively cradles and protects pipes allowing them to expand and vibrate without damaging their insulation-ever!
http://www-eng.lbl.gov/~shuman/NEXT/MATERIALS%26COMPONENTS/Pressure_vessels/SadDemo.pdf
Saddle v1-1 per "Pressure Vessel Design Manual" by Dennis R. Moss E Width of Saddle perpendicular to Longitudinal Axis Theta = 120.15 104.000 in F Width of Saddle at Bottom (along Longitudinal Vessel Axis) 9.000 in wb Width of Saddle at Top of Saddle (along longitudinal Vessel axis) 24.000 in d1 Distance from Outside of Baseplate to First Rib 0 ...
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