PLE forum - General Technical Matters

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Thread / Author			Replies	Views	Rating	Last Post [asc]
		45 degree connections peipei	5	171.722	0 Vote(s) - 0 out of 5 in Average	18-10-2019, 07:46 AM Last Post: shaswin
		Out of plane stress intensifaction factor shaswin	0	114.790	0 Vote(s) - 0 out of 5 in Average	04-02-2017, 06:29 PM Last Post: shaswin
		No supports possible in inclined parts of the pipeline shaswin	2	22.762	0 Vote(s) - 0 out of 5 in Average	24-03-2016, 11:55 AM Last Post: P Herwig MSc
		E200/48: 2 fix nodes at support shaswin	2	7.162	0 Vote(s) - 0 out of 5 in Average	09-02-2016, 04:43 PM Last Post: shaswin
		Out-Of-Plane stress intensification factor for Miter Bends shaswin	4	13.916	0 Vote(s) - 0 out of 5 in Average	10-12-2014, 04:51 PM Last Post: shaswin
		SWEIGH factors for cast iron ("gietijzer") Dr. J Foerster	5	15.192	0 Vote(s) - 0 out of 5 in Average	04-12-2014, 05:57 PM Last Post: shaswin
		Warning W610/17 peipei	1	7.715	0 Vote(s) - 0 out of 5 in Average	03-07-2013, 01:13 PM Last Post: ir. M. Lammers
		support forces by case study peipei	2	8.879	0 Vote(s) - 0 out of 5 in Average	05-04-2013, 05:20 PM Last Post: peipei
		SWEIGHT factor for PE pipe peipei	1	12.414	0 Vote(s) - 0 out of 5 in Average	05-04-2013, 04:36 PM Last Post: ir. M. Lammers
		Loadfactor for internal pressure can be higher according to NEN3650 shaswin	4	15.514	0 Vote(s) - 0 out of 5 in Average	04-01-2013, 05:32 PM Last Post: shaswin
		Soil settlement and pipeline displacement peipei	1	8.676	0 Vote(s) - 0 out of 5 in Average	16-02-2012, 01:29 PM Last Post: ir. M. Lammers
		Stiffenring/Verstijvingsring Richard	2	11.233	0 Vote(s) - 0 out of 5 in Average	24-11-2009, 11:14 PM Last Post: shaswin

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