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Understanding Heat Exchanger Reading 03- Part 2 of 2 The ARAMCO Std.

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Document Responsibility: <strong>Heat</strong> Transfer Equipment Standards Committee<br />

32-SAMSS-007<br />

Draft Date: 1 December 2013<br />

Next Planned Update: 1 December 2018<br />

Manufacture <strong>of</strong> Shell and Tube <strong>Heat</strong> <strong>Exchanger</strong>s<br />

7.1.6 <strong>The</strong> MDMT shall be used to determine the requirements for impact<br />

testing in accordance with the Code and this specification.<br />

7.2 Cladding for Corrosion Allowance<br />

<strong>Exchanger</strong>s having partial or complete cladding shall conform to 32-<br />

SAMSS-<strong>03</strong>1 in addition to the requirements <strong>of</strong> this specification.<br />

7.3 Shell Supports<br />

7.3.2 (Addition)<br />

(f) <strong>The</strong> exchanger shall be fixed at one saddle support and free to slide<br />

at the other saddle.<br />

7.3.6 <strong>The</strong> shell shall be analyzed in accordance with the “L. P. Zick” method.<br />

Saddle supports and the exchanger shell shall be analyzed for operating<br />

and hydrotest loads including any piping, wind or other external loads.<br />

7.3.7 <strong>The</strong> allowable concrete bearing stress to be used for the design <strong>of</strong><br />

baseplates shall be 1<strong>03</strong>40 kPa (1400 psi).<br />

7.3.8 <strong>The</strong> outline drawing for horizontal exchangers shall specify locations <strong>of</strong><br />

the fixed and sliding saddles and dimension from exchanger centerline to<br />

underside <strong>of</strong> saddle baseplate.<br />

7.3.9 Anchor Bolts<br />

7.3.9.1 <strong>The</strong> <strong>Exchanger</strong> Manufacturer shall determine the size and number <strong>of</strong><br />

anchor bolts required.<br />

7.3.9.2 Anchor bolts shall be in compliance with Standard Drawing AA-<strong>03</strong>6322<br />

Sht. 001 (Rev. 07 or later).<br />

7.3.9.3 Anchor bolts shall not be less than 19 mm minimum nominal diameter.<br />

7.3.9.4 <strong>The</strong> design <strong>of</strong> anchor bolts shall be in accordance with the requirements<br />

<strong>of</strong> Appendix D <strong>of</strong> ACI 318.<br />

7.3.9.5 Anchor bolts that are exposed to the weather in coastal areas, subjected<br />

to frequent wash downs, or subjected to firewater deluge testing shall<br />

have their diameters increased by 3 mm as a corrosion allowance.<br />

7.3.9.6 <strong>Exchanger</strong>s supported on saddles shall be provided with an even number<br />

<strong>of</strong> anchor bolts with a minimum <strong>of</strong> two anchor bolts per saddle.<br />

7.5 Floating Head<br />

Page 10 <strong>of</strong> 49

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