|
|
|
|
|
This Months Goal: 100$
Received : 35$
Please
and help us to pay for server.
Thanks to all our donators.
How to Submit Article ?
|
|
|
|
|
|
|
|
|
 PGSuper?„? is Precast-Prestressed Girder design and analysis software. PGSuper?„? can be used to design and check precast-prestressed girder bridges in accordance with the AASHTO LRFD Bridge Design Specification and/or WSDOT criteria. The flexural design feature computes the number and configuration of prestressing strands and the minimum required concrete release strength. The shear design feature determines the number, size, and spacing of transverse reinforcement for vertical shear, horizontal shear, bursting, and strand confinement. Specification checking evaluates girders for compliance with strength, service, and detailing criteria. Girders are evaluated for stresses and stability during handling and transportation. Temporary prestressing to control camber, improve stability, and reduce concrete release strengths may also be input. The capabilities and constraints of local fabricators have been accounted for in this software product. PGSuper?„? has been designed to allow for future expansion and updating as design criteria and user expectations change. download: 20mb http://rapidshare.com/files/60047288/PGSuper_2.0.2.part1.rar http://rapidshare.com/files/60052876/PGSuper_2.0.2.part2.rar http://rapidshare.com/files/60061928/PGSuper_2.0.2.part3.rar http://rapidshare.com/files/60066619/PGSuper_2.0.2.part4.rar http://rapidshare.com/files/60070681/PGSuper_2.0.2.part5.rar
Similar Posts:
PGSplice v0.6.3BEToolbox v1.5Concise Beam v4.4.7.8RMCalc v2.2.2Bentley Rebar XM v08.09.04.68
|
|
PGSuper v2.0.2 Full Download, PGSuper v2.0.2 Cracked Download, PGSuper v2.0.2 Rapidshare download, PGSuper v2.0.2 filefactory download, megaupload, PGSuper v2.0.2 crack, serial, keygen, PGSuper v2.0.2 warez download, PGSuper v2.0.2 megaupload download, PGSuper v2.0.2 torrent download, PGSuper v2.0.2 full cracked rapidshare download
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
 |
Members of Guest cannot leave comments. |
|
|
|
|
|
|
|
Processing. Please wait... 
|