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RE: Verification test

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Yep, I realize the handling of precast during erection is similar to tilt-up, 
 yet even that is not the same as what a tilt-up analysis involves.

I'm thinking of Professor Payne's method of tilt-up analysis developed at 
University of Dayton

Matthew Stuart, P.E., S.E., P.Eng., F.ASCE, F.SEI, SECB
Structural Division Manager

Pennoni
3001 Market Street
Philadelphia, PA 19104
Direct: 215-254-7895 | Cell: 908-309-8657
mstuart(--nospam--at)pennoni.com

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Jim Getaz Sent: Thursday, September 03, 2015 1:31 PM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: RE: [SEAINT-SEAOSC] Verification test

	Matthew,
		That's right about stripping precast, though vertical precast members are 
 rotated into place, too. It just happens after they've been stripped, had 
some work done on them (like grit-blasting or other finish applied, etc.), 
sitting around in a yard, and taking a road trip on a trailer. ;-) Jim Getaz 


-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Matthew Stuart Sent: Thursday, September 03, 2015 12:59 PM To: 
seaint-seaosc(--nospam--at)mail-list.com Subject: RE: [SEAINT-SEAOSC] Verification test

I have always thought that the difference in the approach to analyzing tilt-up 
 vs. precast stripping stresses was interesting.  Of course most precasters 
 strip vertically and tilt-up is literally rotated into place.

Matthew Stuart, P.E., S.E., P.Eng., F.ASCE, F.SEI, SECB Structural Division 
 Manager Pennoni 3001 Market Street Philadelphia, PA 19104 Direct: 215-254-7895 
 | Cell: 908-309-8657 mstuart(--nospam--at)pennoni.com

Truncated 709 characters in the previous message to save energy.

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