B31.3 effective section modulus - Intergraph CADWorx & Analysis

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#5896 - 07/05/06 06:35 PM B31.3 effective section modulus
Itchy Member Registered: 03/10/03 Posts: 182 Loc: n/a	When CAESAR II is calculating branch stresses at an intersection point in a model as per equation B31.3 319.4 (20), how is the corrosion allowance incorporated into the calculation of the effective section modulus? I also note that as I change the corrosion allowance the effective branch wall thickness value as reported in the misc report does not change. _________________________ Miss Itchy
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Subject	Posted by	Posted
B31.3 effective section modulus	Itchy	07/05/06 06:35 PM
Re: B31.3 effective section modulus	Sun Wee	07/05/06 08:05 PM
Re: B31.3 effective section modulus	Richard Ay	07/05/06 11:40 PM
Re: B31.3 effective section modulus	Dave Diehl	07/06/06 10:17 AM
Re: B31.3 effective section modulus	Itchy	07/06/06 04:35 PM
Re: B31.3 effective section modulus	John C. Luf	07/06/06 08:18 PM
Re: B31.3 effective section modulus	Itchy	07/06/06 10:52 PM
Re: B31.3 effective section modulus	Richard Ay	07/07/06 09:49 AM
Re: B31.3 effective section modulus	John C. Luf	07/07/06 10:57 PM
Re: B31.3 effective section modulus	Chuck Becht	07/08/06 05:40 PM
Re: B31.3 effective section modulus	Itchy	07/10/06 05:04 PM
Re: B31.3 effective section modulus	John C. Luf	07/10/06 10:31 PM
Re: B31.3 effective section modulus	Dave Diehl	07/11/06 06:13 AM
Re: B31.3 effective section modulus	Itchy	07/11/06 03:34 PM
Re: B31.3 effective section modulus	John C. Luf	07/12/06 10:03 AM
Re: B31.3 effective section modulus	Itchy	07/12/06 03:59 PM
Re: B31.3 effective section modulus	John C. Luf	07/19/06 10:14 AM

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