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https://www.pipingengineer.org/piping-support-span/
Piping Support Span. * Spans limited by stress (all others limited by deflection). + Pipe walls require reinforcing at point of support. Allowable spans are based on a maximum bending stress of 41.37 Mpa (6000 PSI) or a maximum deflection of 12.7 MM (0.5in).
https://www.pipingoffice.com/pdf/Sup.pdf
Pipe or Tubing Support Span Calculations 2 of 2 Type of support span Length of support span 32.00 feet L = 32.00 feet Factor for modifying stress value obtained by the basic formula for S fs = 1.250 4922.3 psi S = 4,922.3 psi The calculated bending stress is within limits.
https://pipeeng.com/pipe_support.html
Pipe Support Spacing Calculation. This pipe support spacing calculation was developed based upon equations contained in section 6.2 of Pipe Stress Engineering published by Peng Engineering. The calculation is applicable only for uniform pipe without any attached concentrated weight, such as a valve. It is not applicable for the overhanging span ...
http://www.wermac.org/pdf/steel3.pdf
standards for support span, but the bending stress considered in its calculation is very low (15.9 Mpa). There are other references also who have listed the maximum support span. In this paper equations for calculating the maximum span using maximum bending stress are given. Safety of the design is checked using maximum deflection. A
https://www.pipingengineer.org/online-piping-spacing-calculator/
Calculate spacing between pipes on a pipe rack based on Dimensional Standard ASME B16.5 and B16.47. Pipe Outside Diameters as per ANSI ASME B36.10. Flange OD upto 24 inch as per ANSI ASME B16.5. Flange OD from 26″ as per ASME B16.47 Type A. Clear gap can be changed as per your company standard by going to Settings Menu.
https://www.whatispiping.com/pipe-support-span
Pa=Allowable Load at Support point. t=effective local thickness (pipe wall +Reinforced Pad If Any) R=outer radius of Pipe. b=Bearing length of pipe (along the axis) on the support structure. IF ACTUAL LOAD AT SUPPORT IS GREATER THAN ALLOWABLE LOAD GIVEN BY ABOVE FORMULA, REINFORCEMENT PAD WILL BE REQUIRED.Author: Anup Dey
https://www.scribd.com/doc/158371353/12-Allowable-Pipe-Span-Formulas-and-Tables
= Maximum deflection, in. w = Weight of pipe, including commodity and insulation if any, lb/ft L = Length of span, ft E = Hot modulus of elasticity of pipe, psi I = Moment of inertia of pipe, in.4 z = Section modulus of pipe, in. 3 fs = Unit stress = Sh/2, psi .4.5/5(9)
http://piping-designer.com/index.php/datasheets/piping-layout-information/1669-allowable-pipe-span
Allowable Pipe Span Datasheet. Spans are based on using carbon steel pipe (A53-GR.B) filled with water. Spans are based on 12 1/2% mill tolerance and .065" correction tolerance. Spans are based on insulated and uninsulated lines below 650°F. If supports are spaced greater than 25'-0" consultation with a structural engineer should be performed for additional analysis.
http://www.psig.sg/Don/B31.3%20Process%20Piping%20Course%20-%2007%20Layout%20and%20Support.pdf
ASME B31.3 Process Piping Course 7. Layout and Support BECHT ENGINEERING COMPANY, INC. Layout and Support -15 Support Spacing ¾This calculation method is only applicable to straight pipe with more-or-less uniformly spaced supports. ¾Using the simply supported beam model versus the fixed beam supported model adds some conservatism to the calculation.
http://lmico.net/userfiles/file/Technical%20Reports/Design-Pipe-On-Supports.pdf
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°.
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