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SAP 2000StructureAnalysis Program

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SAP MAIN WINDOWSELECT tool bar

SNAP tool bar

DRAW tool bar

RESHAPE tool

SELECT MODE toolVIEW tool bar

ZOOM tool barDESIGN tool bar

DSIPLAY/SHOW tool bar

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Example

BeamsColumns

Support

Slab

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Change units to kip-ft

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File New Model

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Units are in kip-ft

Clickthis

button

http://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppt

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Enter valuesaccording to your

model dimensions

and then ClickOK

http://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppthttp://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppt

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GRIDS

Cartesian

Coordinate axes

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Change units to kip-in

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Define Material

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SelectCONCandCLICKModify/Show Material

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(1)Enter Concrete

and steel strength

(2)Enter Modulus of elasticity for

concrete Ec = 57(fc)fc in psi.(3) CLICK OK

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Define Frame/Cable Sections

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(1)Delete all

unwantedsections from

this list

(2a)Either import

standard sections

(Mostly used for

steel structure

design)

(2b)OrDefine your

own

sections

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Select Add Rectangular from the list

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CLICK Add New Property

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(1)Enter

name of

section

(2)Select

CONC as

material of

this section.

(3)Enter

dimensions

of section

(4)CLICK Concrete Reinforcement

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(1)Select type

of behavior of

frame element

(2)Enter top

and bottom

cover

(3)CLICK OK

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(1)Added

rectangular

section

BEAM14X20

with 14 width,

20 depth.(2) CLICK Add New Property to

add more rectangular sections

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(1)Apply same

procedure as

previously

described

(2)CLICK Concrete Reinforcement

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(1)Select type

of behavior of

frame element

(2)

Configuration

of

reinforcement

(4)CLICK OK

(3)Enter

Clear cover,

Number of

bars

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(2)CLICK OK

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(1)Added

rectangular

section

COLUMN

14X14

(2) CLICK OK

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Define Area Sections

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CLICK Add New Area

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(1)Enter area name

(4) Enter area

thickness

(5) CLICK OK

(3)Select Area

Type as Shell

(2)Select material e.g.

CONC for concrete

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We have to define load cases here. As shown below, DEAD LOAD case is

already defined and added by SAP 2000. We will now add LIVE LOAD

case.

NOTE: DEAD load is already defined by SAP 2000. Self weight multiplier

for DEAD load is equal to 1 to take into consideration the self weight of the

defined sections.

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(1)Enter Load name,i.e.LIVE

(2)Select type of load e.g.LIVE

(3)CLICK

Add NewLoad

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(4)CLICK

OK

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Define Combinations

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CLICKAdd New Combo

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Already added load

case can be

changed using this

buttonAfter finishing adding load

cases, CLICK OK

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Click this button to draw

frame elements e.g.

beams, columns OR go toDrawDraw Frame/Cable,

Quick Draw Frame/Cable

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Select from this list, which

frame element you want todraw

Choose pinned

ends/continuous ends

Give a offset distance in this

box and SAP will draw a

frame element parallel to the

drawn element at this offset

distance (NOT NEEDED)

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Activate XZ view in leftwindow

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Select column element

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Move UP & DOWN theview using these buttons

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Draw remaining Columns

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Left mouse clickDragto

select the support points

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Similarly all other points selected

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AssignJointRestraints

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CLICK Hinge Support and

Then CLICK OK

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Click this button to draw

Area elements e.g. Slabs

OR go to Draw DrawQuad Area, Draw Quick

Draw Area

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Select your defined Area

and draw

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Select Area

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AssignArea Loads Uniform (Shell)

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(1) Select type of load you want to

apply

(2) Select Units, e.g lb-ft as shown.

(3) Value of load

(4) Can be local OR global

(5) Direction of load

The given data applies a load of 144 lb/ft2on area in gravity direction

following the global coordinate system (coordinate system of the structure)

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Change units to lb-ft

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EditMesh Area

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EditDivide Frame element

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(1) AnalyzeSet Analysis Cases To Run

(2) CLICK Run Now

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SAP will ask you to save the model

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(1) Select Case CLICK OK

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Deformed Shape of the

model due to DL load

combination. Move mouse

cursor over the model to see

values of deflection in the

structure due to DL.

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(1) Select Case Select

force to check CLICK OK

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Move mouse cursor over themodel to see values of

moment in the area due to

DL.

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Select Case Select force

to check CLICK OK

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Right click on a frame tocheck detailed results

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Use this button to lock or

unlock the model. Locking

the model prevents changesto it. SAP2000 automatically

locks the model after running

an analysis to prevent any

changes. When the model is

locked, most Edit, Draw,

Define and Assigncommands that directly affect

the objects are not available.

Design operations can be

performed on a locked model

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END