土木工程的一段话翻译成英语，求大神解答，可提高悬赏

1,inthedrawingofprestressedsteelbeam,corrugatedpipesizeinmillimeters,therestweremeasuredincentimeters.

FromtheYcoordinate2,steelbeamasthecenterofsteelbeamtobeambottom.

3,steelwirestrandstandardtensilestrengthFPK=1860MPa,tensioncontrolstress0.75fpk=1395MPa.

4,thetensionsequenceisN3-N2-N1,thesamenumberofwebsteelbeamatthesametimetension.

5,reinforcedandprestressedconflict,appropriatemovingordinaryreinforcingbarposition.

6,theconstructionshouldbefrictiontest,testpositionandquantityintheconstructionaccordingtotheactualsituationtodetermine.

Theamountofelongationofsteelbeaminthetableis7,accordingtothefollowingparameters:

ThesteelwireelasticitymodulusoftheE=1.95*10MPa,u=0.17,k=0.0015

Duringtheconstructionofprestressedtensionshouldbetomeetthedesignstrengthofconcretestrengthandage90%inlessthan5days

Beforedoing.Prestressedbytensionandextensionofdualcontrol,thetension,theamountofextension

Check.Extendedrangeerroris+6%,otherwise,shouldidentifythereasons.

8,accordingtotheneedtosettheanchorbackingplate,atadistanceof1mtocompletethepretension,bending;bendingradiusofnotlessthan

10m,andtheneedtoensurethattheanchorbackingplateandsteelbeaminthevertical.

9,constructionofthewebsteelbeamandcorrugatedpipelengthshouldbeadjustedaccordingtothecorrespondingdelta.

10,energy-savingeffectinboxgirderwebbeamendbendingattheturningpointofleftandright60cm,pitch15cmlayout.