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live-template
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wiki-markup{live-template:Tutorial} {
Hidden content
} The information in this tutorial may be dated because it applies to SAP2000 V12. {hidden-content} \\ *

 

Moment-curvature

...

analysis

...

may

...

be

...

performed

...

within

...

SAP2000

...

by

...

using

...

the

...

Section

...

Designer

...

.

...

Prestressing

...

capabilities

...

are

...

available.

...

The

...

moment-

...

curvature

...

analysis

...

procedure

...

for

...

a

...

Caltrans

...

section

...

is

...

as

...

follows:

...

  • Either

...

  • create

...

  • or

...

  • open

...

  • the

...

  • model,

...

  • then

...

  • select

...

  • Define

...

  • >

...

  • Materials

...

  • >

...

  • Add

...

  • Material

...

  • Quick

...

  • to

...

  • define

...

  • material

...

  • properties

...

  • for

...

  • the

...

  • concrete,

...

  • reinforcing-steel,

...

  • and

...

...

  • which

...

  • will

...

  • be

...

  • used.

...

  • Select

...

  • Define

...

  • >

...

  • Section

...

  • Properties

...

  • >

...

  • Frame

...

  • Sections

...

  • >

...

  • Add

...

  • New

...

  • Property

...

  • >

...

  • Other

...

  • >

...

  • Section

...

  • Designer,

...

  • select

...

  • the

...

  • concrete

...

  • base

...

  • material,

...

  • then

...

  • click

...

  • Section

...

  • Designer

...

  • to

...

  • open

...

  • the

...

  • Section

...

  • Designer.

...

  • In

...

  • the

...

  • Section

...

  • Designer,

...

  • select

...

  • Draw

...

  • >

...

  • Caltrans

...

  • >

...

  • Round,

...

  • then

...

  • click

...

  • on

...

  • the

...

  • grid

...

  • to

...

  • place

...

  • the

...

  • shape.

...

  • Right-click

...

  • on

...

  • the

...

  • shape

...

  • to

...

  • adjust

...

  • dimensioning

...

  • and

...

  • to

...

  • set

...

  • the

...

  • rebar

...

  • field

...

  • to

...

  • zero.

...

  • Within

...

  • the

...

  • Prestress

...

  • table,

...

  • select

...

  • Edit

...

  • to

...

  • input

...

  • prestressing

...

  • data,

...

  • then

...

  • select

...

  • OK

...

  • twice

...

  • to

...

  • exit

...

  • both

...

  • forms.

...

  • Select

...

  • Draw

...

  • >

...

  • Solid

...

  • Shape

...

  • >

...

  • Circle,

...

  • then

...

  • click

...

  • on

...

  • the

...

  • grid

...

  • away

...

  • from

...

  • the

...

  • Caltrans

...

  • section

...

  • to

...

  • place

...

  • the

...

  • shape.

...

  • Right-click

...

  • on

...

  • the

...

  • shape,

...

  • change

...

  • the

...

  • material

...

  • to

...

  • Opening,

...

  • adjust

...

  • the

...

  • diameter,

...

  • then

...

  • locate

...

  • the

...

  • opening

...

  • at

...

  • the

...

  • center

...

  • of

...

  • the

...

  • Caltrans

...

  • shape.

...

  • Select

...

  • Display

...

  • >

...

  • Show

...

  • Moment-Curvature

...

  • Curve,

...

  • then

...

  • specify

...

  • the

...

  • bending

...

  • angle

...

  • and

...

  • axial

...

  • force

...

  • to

...

  • plot

...

  • various

...

  • moment-curvature

...

  • curves.

...

  • Select

...

  • Details

...

  • to

...

  • retrieve

...

  • an

...

  • output

...

 

Nonlinear section response may also be evaluated through pushover analysis.

See Also

Hidden content

Related Email:

|kb:Reporting]. \\ [Nonlinear|kb:Nonlinear] section response may also be evaluated through [pushover|kb:Pushover] analysis. h1. See Also * [Context Help|doc:Context Help] {hidden-content} *Related Email:* * {email:from=ok|to=ehs|date=
  • Email
    date
  • 12/10/2010
|
  • subject
=
  • Section
  • designer
  • -
  • modeling
  • prestressed
  • piles
  • with
  • square
  • core
|comment=Explanation of how prestressed square piles with square core can be modeled in section designer|id=6357648} *Related Incident:* * {incident:no=30498|comment=Section designer - modeling prestressed piles with square core} {hidden-content}
  • fromok
    commentExplanation of how prestressed square piles with square core can be modeled in section designer
    toehs
    id6357648

Related Incident:

  • Incident
    no30498
    commentSection designer - modeling prestressed piles with square core
  • Incident
    no70000
    commentModel and example of how to model square prestressed concrete piles