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10-0195
Page 1U.S. Department ofTransportation Pipeline and Hazardous Materials Safety Administration Hanke Wang, Ph.D., P.E. Senior Project Engineer National Oilwell Varco 2800 N Frazier St. Conroe, TX 77303 1200 New Jersey Ave, SE Washington, D.C. 20590 JW' ('\ 9 2011 Reference No. 10-0195 Dear Dr. Wang: This is in response to your e-mail requesting clarification of the Hazardous Materials Regulations (HMR; 49 CFR) applicable to UN portable tank design criteria. Specifically, you ask for the definition of"design margin of 1.5" as it is used for determining the safety tactor in § 178.27 4( c )(2). You state that it is your understanding that a design margin of 1.5 could result in a safety factor of 2.5 (1.5+1=2.5). Sections 178.274( c)(2)(i) and (c)(2)(ii) state that the safety factor under each of the forces specified in paragraph § 178.274(c)(1) must be: (i) For metals having a clearly defined yield point, a design margin of 1.5 in relation to the guaranteed yield strength; or (ii) For metals with no clearly defined yield point, a design margin of 1.5 in relation to the guaranteed 0.2% proof strength and, for austenitic steels, the 1 % proof strength. The term "design margin of 1.5" is the safety factor to which the UN Specification portable tank must be designed by calculating the stresses resulting from acceleration loads applied to the tank. The two terms are used interchangeably in the HMR (design margin § 178.274 (c)(2)) and UN Model Regulations (Volume 1 Section 6.7.3.2.10) to determine the minimum ratio between the yield strength of the material and the design stress. In § 178.274 (c)(2) the design margin is equal to 1.5; therefore, the minimum ratio is 1.5. Additionally, please note that an approval agent must evaluate the design and calculations for UN Specification portable tank as required by § 178.273(b). I hope this information is helpful. Please contact this office should you have additional questions. Sincerely, T. Glenn Foster Chief, Regulatory Review and Reinvention Branch Standards and Rulemaking Division#
Page 2Drakeford, Carolyn (PHMSA) From: INFOCNTR (PHMSA) Sent: Monday, September 13, 2010 10:26 AM To: Drakeford, Carolyn (PHMSA) Cc: DerKinderen, Dirk (PHMSA) Subject: FW: Request for Formal interpretation to the "Design Margin" in Section 178.274 (c)(2) for UN portable tank design criteria Hi Carolyn, We received the following request for a formal letter of interpretation at the Info Center. Thanks, Victoria Lehman 202-366-1035 From: Wang, Jianke [mailto:Jianke.Wang@nov.com] Sent: Friday, September 10, 2010 4:23 PM To: INFOCNTR (PHMSA) Subject: Request for Formal interpretation to the "Design Margin" in Section 178.274 (c)(2) for UN portable tank design criteria Dear Sir/Madam, In Section 178.274 (c )(2) for UN portable tank design criteria, there are "(2) Under each of the forces specified in paragraph (c}ll) of this section, the safety factor must be as follows: (i) For metals having a clearly defined yield point, a design margin of 1.5 in relation to the guaranteed yield strength; or (ii) For metals with no clearly defined yield point, a design margin of 1.5 in relation to the guaranteed 0.2% proof strength and, for austenitic steels, the 1 % proof strength. " What is the definition ofthe "design margin of 1.5"? To my knowledge, a "design margin of 1.5" could result in a safety factor of 2.5 (1.5+ 1 =2.5). Your response will be appreciated. Best regards, Jianke Wang, Ph.D., P.E. Senior Project Engineer ISO Vibration Analyst IV National Oilwell Varco 2800 N Frazier St Conroe, TX 77303 Tel: 936-523-2634 Fax:936-523-2788 1#
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