Transcript
8/11/2019 SAP 2000 Exemplu
1/102
SAP 2000StructureAnalysis Program
8/11/2019 SAP 2000 Exemplu
2/102
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
8/11/2019 SAP 2000 Exemplu
3/102
Example
BeamsColumns
Support
Slab
8/11/2019 SAP 2000 Exemplu
4/102
Change units to kip-ft
8/11/2019 SAP 2000 Exemplu
5/102
8/11/2019 SAP 2000 Exemplu
6/102
File New Model
8/11/2019 SAP 2000 Exemplu
7/102
8/11/2019 SAP 2000 Exemplu
8/102
Units are in kip-ft
Clickthis
button
http://localhost/var/www/apps/conversion/tmp/scratch_2/SAP%202000.ppt8/11/2019 SAP 2000 Exemplu
9/102
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.ppt8/11/2019 SAP 2000 Exemplu
10/102
GRIDS
Cartesian
Coordinate axes
8/11/2019 SAP 2000 Exemplu
11/102
Change units to kip-in
8/11/2019 SAP 2000 Exemplu
12/102
Define Material
8/11/2019 SAP 2000 Exemplu
13/102
8/11/2019 SAP 2000 Exemplu
14/102
SelectCONCandCLICKModify/Show Material
8/11/2019 SAP 2000 Exemplu
15/102
(1)Enter Concrete
and steel strength
(2)Enter Modulus of elasticity for
concrete Ec = 57(fc)fc in psi.(3) CLICK OK
8/11/2019 SAP 2000 Exemplu
16/102
Define Frame/Cable Sections
8/11/2019 SAP 2000 Exemplu
17/102
8/11/2019 SAP 2000 Exemplu
18/102
(1)Delete all
unwantedsections from
this list
(2a)Either import
standard sections
(Mostly used for
steel structure
design)
(2b)OrDefine your
own
sections
8/11/2019 SAP 2000 Exemplu
19/102
Select Add Rectangular from the list
8/11/2019 SAP 2000 Exemplu
20/102
CLICK Add New Property
8/11/2019 SAP 2000 Exemplu
21/102
(1)Enter
name of
section
(2)Select
CONC as
material of
this section.
(3)Enter
dimensions
of section
(4)CLICK Concrete Reinforcement
8/11/2019 SAP 2000 Exemplu
22/102
(1)Select type
of behavior of
frame element
(2)Enter top
and bottom
cover
(3)CLICK OK
8/11/2019 SAP 2000 Exemplu
23/102
(1)Added
rectangular
section
BEAM14X20
with 14 width,
20 depth.(2) CLICK Add New Property to
add more rectangular sections
8/11/2019 SAP 2000 Exemplu
24/102
(1)Apply same
procedure as
previously
described
(2)CLICK Concrete Reinforcement
8/11/2019 SAP 2000 Exemplu
25/102
(1)Select type
of behavior of
frame element
(2)
Configuration
of
reinforcement
(4)CLICK OK
(3)Enter
Clear cover,
Number of
bars
8/11/2019 SAP 2000 Exemplu
26/102
(2)CLICK OK
8/11/2019 SAP 2000 Exemplu
27/102
(1)Added
rectangular
section
COLUMN
14X14
(2) CLICK OK
8/11/2019 SAP 2000 Exemplu
28/102
Define Area Sections
8/11/2019 SAP 2000 Exemplu
29/102
8/11/2019 SAP 2000 Exemplu
30/102
CLICK Add New Area
8/11/2019 SAP 2000 Exemplu
31/102
(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
8/11/2019 SAP 2000 Exemplu
32/102
8/11/2019 SAP 2000 Exemplu
33/102
8/11/2019 SAP 2000 Exemplu
34/102
8/11/2019 SAP 2000 Exemplu
35/102
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.
8/11/2019 SAP 2000 Exemplu
36/102
(1)Enter Load name,i.e.LIVE
(2)Select type of load e.g.LIVE
(3)CLICK
Add NewLoad
8/11/2019 SAP 2000 Exemplu
37/102
(4)CLICK
OK
8/11/2019 SAP 2000 Exemplu
38/102
Define Combinations
8/11/2019 SAP 2000 Exemplu
39/102
8/11/2019 SAP 2000 Exemplu
40/102
CLICKAdd New Combo
8/11/2019 SAP 2000 Exemplu
41/102
8/11/2019 SAP 2000 Exemplu
42/102
Already added load
case can be
changed using this
buttonAfter finishing adding load
cases, CLICK OK
8/11/2019 SAP 2000 Exemplu
43/102
Click this button to draw
frame elements e.g.
beams, columns OR go toDrawDraw Frame/Cable,
Quick Draw Frame/Cable
8/11/2019 SAP 2000 Exemplu
44/102
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)
8/11/2019 SAP 2000 Exemplu
45/102
8/11/2019 SAP 2000 Exemplu
46/102
8/11/2019 SAP 2000 Exemplu
47/102
8/11/2019 SAP 2000 Exemplu
48/102
8/11/2019 SAP 2000 Exemplu
49/102
8/11/2019 SAP 2000 Exemplu
50/102
Activate XZ view in leftwindow
8/11/2019 SAP 2000 Exemplu
51/102
Select column element
8/11/2019 SAP 2000 Exemplu
52/102
8/11/2019 SAP 2000 Exemplu
53/102
Move UP & DOWN theview using these buttons
8/11/2019 SAP 2000 Exemplu
54/102
Draw remaining Columns
8/11/2019 SAP 2000 Exemplu
55/102
Left mouse clickDragto
select the support points
8/11/2019 SAP 2000 Exemplu
56/102
8/11/2019 SAP 2000 Exemplu
57/102
Similarly all other points selected
8/11/2019 SAP 2000 Exemplu
58/102
AssignJointRestraints
8/11/2019 SAP 2000 Exemplu
59/102
CLICK Hinge Support and
Then CLICK OK
8/11/2019 SAP 2000 Exemplu
60/102
8/11/2019 SAP 2000 Exemplu
61/102
Click this button to draw
Area elements e.g. Slabs
OR go to Draw DrawQuad Area, Draw Quick
Draw Area
8/11/2019 SAP 2000 Exemplu
62/102
Select your defined Area
and draw
8/11/2019 SAP 2000 Exemplu
63/102
8/11/2019 SAP 2000 Exemplu
64/102
8/11/2019 SAP 2000 Exemplu
65/102
8/11/2019 SAP 2000 Exemplu
66/102
Select Area
8/11/2019 SAP 2000 Exemplu
67/102
AssignArea Loads Uniform (Shell)
8/11/2019 SAP 2000 Exemplu
68/102
(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)
8/11/2019 SAP 2000 Exemplu
69/102
Change units to lb-ft
8/11/2019 SAP 2000 Exemplu
70/102
8/11/2019 SAP 2000 Exemplu
71/102
EditMesh Area
8/11/2019 SAP 2000 Exemplu
72/102
8/11/2019 SAP 2000 Exemplu
73/102
8/11/2019 SAP 2000 Exemplu
74/102
8/11/2019 SAP 2000 Exemplu
75/102
8/11/2019 SAP 2000 Exemplu
76/102
8/11/2019 SAP 2000 Exemplu
77/102
EditDivide Frame element
8/11/2019 SAP 2000 Exemplu
78/102
8/11/2019 SAP 2000 Exemplu
79/102
8/11/2019 SAP 2000 Exemplu
80/102
8/11/2019 SAP 2000 Exemplu
81/102
8/11/2019 SAP 2000 Exemplu
82/102
(1) AnalyzeSet Analysis Cases To Run
(2) CLICK Run Now
8/11/2019 SAP 2000 Exemplu
83/102
SAP will ask you to save the model
8/11/2019 SAP 2000 Exemplu
84/102
8/11/2019 SAP 2000 Exemplu
85/102
8/11/2019 SAP 2000 Exemplu
86/102
8/11/2019 SAP 2000 Exemplu
87/102
(1) Select Case CLICK OK
8/11/2019 SAP 2000 Exemplu
88/102
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.
8/11/2019 SAP 2000 Exemplu
89/102
8/11/2019 SAP 2000 Exemplu
90/102
(1) Select Case Select
force to check CLICK OK
8/11/2019 SAP 2000 Exemplu
91/102
Move mouse cursor over themodel to see values of
moment in the area due to
DL.
8/11/2019 SAP 2000 Exemplu
92/102
8/11/2019 SAP 2000 Exemplu
93/102
8/11/2019 SAP 2000 Exemplu
94/102
8/11/2019 SAP 2000 Exemplu
95/102
Select Case Select force
to check CLICK OK
8/11/2019 SAP 2000 Exemplu
96/102
8/11/2019 SAP 2000 Exemplu
97/102
8/11/2019 SAP 2000 Exemplu
98/102
Right click on a frame tocheck detailed results
8/11/2019 SAP 2000 Exemplu
99/102
8/11/2019 SAP 2000 Exemplu
100/102
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
8/11/2019 SAP 2000 Exemplu
101/102
8/11/2019 SAP 2000 Exemplu
102/102
END
top related