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Precast/Prestressed Beam Desig

A state-of-the-art, easy-to-useWindows based program for theanalysis and design of precastconcrete beams, prestressed or not,to American, Canadian, Australian,and New ealand design standards!

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"ain

Window

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Beam Layouts

Simply supported precast beams

Cantilever at either end

Composite topping/slab with optionalhaunch

Shored construction optional

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Beam

e!inition

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Beam Cross#Sections

$odel any user de!ined cross#section

Select !rom a library o! standard sections

%se the section editor to create your ownsection& or modi!y a standard section

'ary the section prismatically over the lengtho! the beam

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Section

)ditor

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+ein!orcement ,ptions

+ein!orced& partial or !ully#prestressed&precast beams

$i- o! rebar& wire& and strand

e!lected and debonded strands

.ully developed or hooed rebar and strandends available

)po-y coated rein!orcing bar available

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+ebar

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2restressing

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Section and $aterialLibraries

Libraries o! standard beam cross#sections

Libraries o! standard materials

rein!orcing steel sies and material

prestressing strand sies and material

Create your own libraries

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SectionLibrary

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6pplied Loads

6utomatic beam and topping sel!#weight 7can be overridden8

2oint loads& moments or tor9ues

%ni!orm& or linearly varying& distributedloads or tor9ues

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6pplied

Loads

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esign Codes

6merican standard 6C: 31*#00 through 6C: 31*#11

Canadian standard CS6 63;3#4& CS6 63;3#04and CS6 S"#"

6ustralian standard 6S 3"#1 and 0

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CustomiedCode

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%nits o! $easure

?or in metric or %;S; Customary7:mperial8 units

Switch bac and !orth at any time

Select speci!ic unit o! measure 7m& cm&mm& in& !t& etc;8

Save your selection !or !uture use

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%nits o!

$easure

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6dvanced )ngineeringCapability

%ses detailed methods whenever appropriate

2rovides select alternative methods

Craced section analysis

Strain compatibility analysis

Lateral stability chec during li!ting and transport

Shear chec o! hollow#core with !illed cores 7v4;508

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LossCalculation

,ptions

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@orsion analysis

6utomatic design checs

Shear and torsion steel design

:nter!ace shear design !or topping

.ollows recognied methods as used in the2C: esign Aandboo& C2C: $etric esign$anual& and the

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)ase o! %se

Standard $icroso!t ?indows inter!ace withmultiple windows

)asy#to#read on#screen users manual and

conte-t#sensitive help esign tutorial and e-amples

.ull technical support

+egular program upgrades

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,n#Line

Aelp

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@e-t ,utput

Summary te-t report o! input and output

etailed te-t reports o! analysis and designchec results !or>

.le-ure& shear& and torsion analysis

2restress loss and !orce

Concrete stresses

e!lections and cambers

.le-ural& shear& and torsion design

Stirrup and inter!ace tie design

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Summary

@e-t+eport

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etailed@e-t

+eports

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raph ,utput

raphs o! analysis and design checresults !or>

.le-ure& shear& and torsion analysis

2restress !orces Concrete stresses

e!lections and cambers

.le-ural and shear design

Stirrup and inter!ace tie design

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raphs

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Aigh 2roductivity

.ast operation

Compare results o! di!!erent runs

Save most settings as de!aults

@rial prestress or rein!orcement design!eature

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@rial esign

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Computer re9uirements

Simply& any computer capable o!running $icroso!t ?indows D2 or later

Supports any ?indows installed printer

:nternet access and e#mail account !orprogram distribution& updates&announcements& and technical support

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Aow to ,btain ConciseBeam

'isit Blac $int So!twares web site atwww;Blac$int;comto download a !ree 3day& !ully#!unctional& evaluation copy o! theprogram

Current pricing& ordering& and paymentoptions are available on the web site

Blac $int So!tware can also be reachedthrough the web site to answer any o! your

9uestions

http://www.blackmint.com/http://www.blackmint.com/

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'isit %s atwww;Blac$int;com

Contact %s atin!oEBlac$int;com

http://www.blackmint.com/http://www.blackmint.com/