Learn SAP 2000 Ver10-Tieng Arap

SAP2000

Edited by:

Ahmed atta


SAP2000 Course (2nd Edition)

-2-

SAP
Structural Analysis Program
Why SAP?
1- It uses Finite Element Moment Method
‫ و ه اا‬‫ا‬
‫ أ ى‬- ‫دة‬
.

‫ا‬

‫ا‬
‫مه ا‬

‫ما‬
‫ا ا ا‬

‫ا‬

2- Integrated software
.‫ت‬

‫آ ا‬

3- Analysis Static & Dynamic loads
‫آ‬

‫ل ا آ وا‬

‫ت‬

‫ا‬

4- SAP & AutoCAD Linking
SAP
5- SAP & Excel Linking
(Excel Sheet) ‫و‬

‫ إ‬AutoCAD ‫ت‬
‫ر‬

‫ت‬

‫ر‬
‫اج ا‬

‫إ‬
‫إ‬

SAP History:
First version Appeared in 1973 Named SAP 80

After Period of time SAP 90 appears to the light
But operating systems still Dos
Since SAP 2000 Revolution begins with windows
There are many versions such as 6.11, 7.4, 7.42 and 8.0
We will talk here about v 10 the latest version

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-3-

Structural Analysis
Straining Actions
(N, Q, M, T, P …)

‫ـ‬
‫م‬

‫ت وا‬
‫ا‬
‫و ـ‬،
‫ر‬

Joint 1

Deformations
(Trans., Rotation)

Reactions

(Modeling)
‫ا‬
SAP ‫ام‬
‫ت‬
‫ا‬
‫ـ ن ـ ا‬
‫( و ـ أن ـ ن ا‬Joints & Elements)
‫مإ ا‬
‫ن أم و‬
‫إذا آ ن ا‬
‫ا‬
. ‫أ ءا‬
‫إ ان ا‬

‫ا‬
‫ا‬

Element

Joint 2

Model
‫دات ا ا‬

‫دا‬

‫وإ‬

‫ا‬

‫ذج‬

‫ا‬

:‫ت‬
‫وم‬
J1

J3
J2

‫ط‬

‫آ ة‬

‫لا‬

‫ا‬

‫آ ة وا‬

‫ا ىا‬
Joints

‫و‬
‫آ ة‬

‫ و‬Joints

‫دأ‬
‫ا‬
Joints
‫دأ‬
Joint
‫ا اد زم‬
Joint
‫أ د ا ع زم‬

-1
‫ا‬
-2
-3
-4

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-4-

Joint
Steel
Joint
Concrete

‫اد‬

‫ا‬

‫أ آ‬

‫ع‬

‫ا‬

Global Coordinate System:
Z

‫ــ‬
‫و د ـمإ ا ت‬
‫ما ا ت‬
‫وه‬
‫وا‬
‫ا‬
‫ا ــ ـ ا ــــ ـ‬
‫ا ــ م و ــ ــ‬

Y

X

SAP ‫ام‬

‫ت‬

7 Steps Program ‫ات‬

‫ا‬

7

SAP ‫ام‬

Units ‫ات‬

Force
Length
Temperature

‫ت‬

‫ا‬

‫ا‬

-1

‫إد ل ا ت وإ ا‬
‫ات ا‬
‫إ را‬
Force , Length , Temperature ‫ات‬
‫ أ اع ا‬3
‫و‬
: ‫ وه‬SI units ‫م‬
‫و دة‬
Ton
m
C

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-5-

‫آ ه‬

‫ات أآ‬
SAP

‫ا‬

‫ا‬

‫ا‬

‫ا آ ا‬

‫ات‬

‫ا‬

‫و‬

‫و‬
‫ءا‬

‫ا‬

Modeling
‫ـــ‬

‫ذج‬

-2

‫ـــ ا‬
‫إ‬
‫ا‬
‫ــ ا ــ‬
‫ــ ه ـ ا‬
‫د دا ا‬
‫ه ه‬
‫ا‬
‫م ـماـ ـ‬
(Model) ‫ا ذج‬

‫أم‬

‫ا‬

‫ه‬
‫و‬
‫ت‬

‫ا‬

‫ن‬

‫و‬

1- Model from Template
2- Model using Grid Method
:‫ت‬
X-Z ‫ى‬

‫ا ذج ا‬
‫ض‬
X-Z ‫ى‬

‫ا‬

‫أن ا‬
‫ذج‬

‫ا‬
‫ا‬

‫ر‬

‫دا‬

‫ذج‬

‫ام‬

‫ا‬
‫نا‬

‫ت‬

Example:
New Model ‫ر‬
Beam ‫ر‬

File
‫ت‬
‫ا‬

‫ا‬
‫آ‬

‫ا‬

‫آ‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-6-

Ok

1- Geometry
‫أن ا ل وى‬

‫و آ‬

‫و‬
3D ‫ و‬2D
‫إ ءه ا‬

(Right Click)

‫تآ ه‬
‫ا ة‬

‫ا‬
‫ا آ‬

(Left Click)
‫دا‬
. ‫ا ل ا ى إد‬

2- Supports
‫ا عا‬
‫ا‬

Support (Restraint)

‫أن ا آ ا‬
‫ا آ‬
‫أ اع ا آ‬
‫ا ول ا‬

Type

Hinged
Roller
Fixed

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

‫و‬


SAP2000 Course (2nd Edition)

-7-

SAP

Fast Restraints

‫دا‬

‫ا آ‬

‫آ‬

(left click or window select) ‫ ا ر ا آ‬-1
Restraints Joint ‫ ا ر‬Assign
-2
‫آ رآ ة‬
‫ ا ر ا آ ت ا‬-3
‫ر‬
X-Z ‫ى‬

‫ا‬
‫ات ا‬
‫و‬
Ok
‫ ا ر ا ع‬-5

Skills:
‫ه‬

‫تا‬

‫دا‬

‫ر‬

:
‫تا‬
Options

Windows ‫ر‬

:
(

‫دا‬
‫ه‬

‫وا‬

‫)ا‬

-1

‫ا‬
‫ا‬
‫وق ا دوات ا‬

-2

‫ا‬
‫وق ا دوات ا‬

-3

‫وا‬
‫اض أر م ا‬
‫ إ‬-4
Labels ‫}√{ أ م‬
Set Display Options ‫ ر‬View
Preference Options
‫ا ر م‬
‫و‬
‫و‬
Choose Minimum Graphic font size ‫ا س أ م‬
‫ و‬Dimensions / Tolerances
All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-8-

Materials
Concrete
2.5
21x 105
0.2

‫دة ا‬

Steel
7.85
21x 106
0.3
‫ء‬

Modify/show Materials

-3

Material
γ
E
υ

‫ر د ا‬

Materials ‫ ر‬Define
:‫ول‬
‫ا د آ‬

‫و ل‬

Weight per unit volume:
Modulus of Elasticity:
Poisson's Ratio:

Sections

‫تا‬

-4

General Base:
Depth of beam = Span/10
If continuous = Span/12 to Span/16
‫و‬

‫دا‬

‫ا‬
‫دا ر‬

‫ت )ا د( وا‬
‫ا دا ا ه‬

‫ا‬

‫ضا‬
‫إ إذا آ‬

‫ا‬

Types of Beams:
:

‫ات‬

‫ل‬

‫ا‬

‫ه كا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

-9-

:
(‫م‬

‫تو‬
Add New Property

‫ن‬

SAP

‫ت دا‬

‫ا‬

Define
‫ا‬
-1
)
‫م ا‬
‫تا‬
‫ا‬
Frame sections ‫ ا ر‬Define
Rectangular
‫ر عا عو‬

‫دا ا عو‬
. ‫و ع د‬
‫و‬

‫ح‬

‫ع‬

‫ا‬

:
‫ا‬

Section Properties

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

‫ا‬

- 10 -

‫و‬,

‫ا‬

‫ج‬

‫و‬

‫ا‬

‫ا‬
.

Ok
‫ا‬

Assign
‫ع‬

‫ت‬

‫ا‬

-2

‫آ‬
‫را‬

Frame Sections

Frame / Cable/ Tendon ‫ر‬
Ok

Local Frame Element Axes:
3،2،1 ‫ر م‬
3‫ر‬
‫وا‬
‫نا‬
2‫ر‬

‫ا‬
X‫ر‬

‫و‬
2‫ر‬

‫وو‬
‫از‬

2‫ر‬

‫ور ا ا‬
‫ا‬

‫ا‬

‫وا‬
‫ا‬
‫نا‬

‫و‬
1‫ر‬

‫نا‬
‫ا‬

1‫ر‬
‫رأ‬

‫ا‬

‫ إ‬Assign
‫را ع إ‬

‫ ا‬-‫أ‬
-‫ب‬
‫ ا‬-‫ج‬

‫ا‬
‫ور آ‬
‫را‬

‫ر‬

‫• ه‬
‫• و ما‬
.‫ن ا زرق‬
‫ا‬
‫ما‬
‫• آ‬
‫( إ إذا آ ن ا‬1–Z) ‫ى‬
‫ا‬
:‫ت‬

Input Data ‫ت‬
F4 ‫ح‬
View

‫ا‬

‫ات‬
‫أى‬
‫و ون‬
‫ون أى ت‬
‫ا را‬
‫ أو أ‬Show Undeformed Shape ‫ إ ر‬Display
( ‫ور ا ا‬
.

Show axes

‫وا‬
‫ا‬

‫وا‬

‫)ر‬
‫ا‬

View

-

‫ا‬
‫ا ر‬
Set Display options
‫را‬

‫ءا‬

‫ر وإ‬

‫إ‬

-

Set Display options View
‫ا‬
‫ إ ر‬SAP ‫ام‬
Fill Objects & Extrude View ‫√ أ م‬
‫ و‬General

Set Display options View
‫أدا‬
‫و‬
‫أ ان ا ات ا‬

‫ت ان‬
‫إ را‬
‫ و‬view by color of section Sections
‫ا‬
‫وق ا دوات‬
‫ا‬
‫دا‬

‫وى‬

‫ور ا ا‬

‫دا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

-


SAP2000 Course (2nd Edition)

- 11 -

Loads ‫ــ ل‬

‫ا‬

-5

:
Value and Units
‫و‬
Direction
Point of application
Uniform Dist. Loads ‫م‬

‫ز‬

‫ا‬
‫ا‬

-1
‫ إ‬-2
-3

‫ا‬
‫ا‬
‫لا‬

‫ ا‬1-5

‫را‬
Distributed

Frame / Cable/ Tendon loads ‫ر‬

Assign
‫ وا ه‬Force
‫ة ر عا‬

‫ إ‬-1
-2
‫ ا‬-3

:‫ل‬

‫هتا‬

‫ ا‬Local ‫ أو‬Global
Local 2 ‫ أو‬Global Z
‫إذا إ‬

‫إ‬

‫ر ما‬
‫زع‬
2‫ر‬
‫ وا‬Z ‫ر‬
‫ا‬
‫أن إ‬
Uniform Load ‫أ م‬
‫ا‬
‫ وآ ا‬Global Gravity ‫إ ر‬
‫ا‬

‫إ‬

‫ا تا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

‫أو‬


SAP2000 Course (2nd Edition)

- 12 -

Z projected ‫ و‬Z ‫ا ق‬
‫ها‬
‫ا ت‬

‫ما‬

‫م‬

Projected ‫ر‬
‫عا‬

‫ا‬
‫ا‬

‫و‬
‫د‬

Global Z Projected

‫لا‬
‫أ ل‬

‫ل دا‬
‫ا و‬
. Global

‫ا‬
‫ا‬

‫ا‬
Local

Global Z

Skills
‫ت‬
‫ون أى‬
‫وإ ر ا‬
‫ا‬
‫ا‬
-1
F4 ‫ح‬
‫ أو أ‬Show undeformed Shape Display
Show load Assigns Display
‫ا‬
‫ل‬
‫اض ا‬
‫ا‬

-2
Ok
‫ ا‬Frame / Cable/ Tendon
‫ر‬
‫ا را‬
‫ن‬
‫ع‬
‫ا‬
-3
‫ ا‬Options ‫ا ـ‬
Delete
Concentrated Loads
‫ة‬
‫ا و‬

Local frame element axes
‫ا ا‬
‫ا‬

‫آ‬

‫ا‬

‫لا‬
‫لا‬

‫ور ا ا‬
‫أن ا‬

‫ ا‬2-5

‫ ا‬1-2-5

‫ضا‬

‫ ا‬-1
‫ا‬
‫ ا ر ا‬-2
Point Frame/Cable/Tendon Loads ‫ ا ر‬Assign
-3
‫آ‬
‫ا‬
‫ ا ر ا‬-4
‫ أو‬Relative
‫لا‬
‫اء آ‬
‫تا‬
‫ ا ر ع ا‬-5
‫ا ا‬
‫و‬
‫ أد آ‬Absolute

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 13 -

:
‫ل‬

‫ أ‬4 ‫أول‬

,
‫اد‬
4
Add to Existing Loads ‫ر‬

‫ل أآ‬
‫لو‬

‫دا‬
‫ا‬

‫ا‬

‫لا‬
‫إ‬

(
Divide Frames ‫ر‬

‫إ‬
‫ا‬
‫ أى‬1
‫و‬
‫ أ ــ ــ ء‬Set Display Options

‫ا ء ا ول ا‬
View

‫ا‬
Joint ‫ا ر‬

‫اذا آ‬
‫ ا‬2-2-5

‫ آ‬: ‫أو‬
‫)ا‬
‫ ا ر ا‬-1
‫ ا‬Edit
-2

‫ا ءا‬
Joints ‫إ ر‬
Invisible ‫أ م‬

‫ أد‬-3
‫و‬
‫ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 14 -

‫ا‬
‫ب‬

‫ا‬

‫أ ما‬

Joint Local Axes:

‫ا‬

Joint Loads ‫ر‬

‫ت‬

‫ور ا ا‬

1،2،3‫ء‬
‫وا‬
‫نا‬
2‫ر‬

‫و‬

‫ل‬

‫ا‬

‫و‬:
‫ ا ر ا‬-1
‫ ا‬Assign
-2

‫ا‬
‫ا ا‬
‫نا‬
1‫ر‬

‫و‬
‫را‬

‫ور آ‬
3‫ر‬
‫وا‬
SAP ‫م‬
.‫ن ا زرق‬
3‫ر‬
‫ وا‬Y
‫ ا‬2‫ر‬
‫وا‬X
‫ ا‬1‫ر‬
‫ـ ا‬
Sap ‫م‬
Z
Set Display Options ‫ ا ر‬View
‫اض ا ور ا ا‬
‫ا‬
Local Axes ‫√ أ م‬
Joints
‫ا‬

‫• ه‬
‫• و‬

‫• آ‬
‫ا‬
•
‫أى أن‬

: ‫ه‬
Members
Joints ‫ت‬

‫دا‬
‫دا‬

‫ى‬
‫وى‬
‫وى‬

‫ا ا تا‬
‫ما ا ت م‬
‫ا ا ت ذا‬
‫د‬
‫ا ا ت ذا‬
‫د‬

Join Frames
Join frames ‫ر‬

‫ ا‬Edit

(

‫وا‬

‫(ا‬

‫)ا‬

Distributed Loads

‫ز‬

)

‫ا‬

‫لو‬

‫ا‬

Frame/Cable/Tendon Loads ‫ر‬
‫و‬

‫ا‬

‫ت‬

‫ل‬
‫ز‬

‫لا‬

‫ر‬

‫ره ا‬

‫ا‬

‫لا‬

‫ ا‬3-5
‫را‬

Distributed

‫د‬
-1
-2
-3

‫ ا‬Assign
‫لآ‬
‫ا‬
‫ا‬
‫ت وا‬
‫تا‬
‫أى‬
‫ا‬

‫ ا‬-1
-2
-3

-4

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

Examples:

- 15 -

‫أ‬

Global Gravity
Distance 0
6
Load
3
2
Distance
Load

0
0

3

3
2

2

2

6
0
Concentrated Moments
‫ء‬

‫ا‬
‫دات‬

‫ا‬

‫د‬

‫دات‬
‫ىا‬

‫و‬

‫م‬

‫ا‬

‫و‬
‫دى‬

‫ا‬

Z

‫م‬
‫م‬

‫ا‬

‫ا‬

‫دى‬

‫را‬

‫وم‬

‫أ اع ا‬

‫ه‬: ‫ء‬
‫ه‬: ‫اء‬

‫ا‬

‫وم ا‬
‫وم ا‬

‫م‬

‫ا‬

Y

Z

Y

Mz

Y

X

X

‫وم‬

‫ز‬

‫ أ‬4-5

Mx
X

‫و‬

‫لا‬

Z

My

‫ر‬

‫وم ا‬

‫وم ا‬
‫وم أ اء‬

‫ىا‬
‫ىا‬

‫ىا ى‬

‫آ‬

‫وا‬

‫آ‬

‫لا‬

‫ة ا رات ا‬

‫ا‬

‫ز‬
Forces

‫وا‬

‫ا وم ا آ‬
Moments

‫ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 16 -

:‫ت‬
‫ره‬
‫ه‬

‫دوران ا‬

3D View ‫ج إ‬
‫وا‬
‫ر وإ‬
‫ا‬
‫ا م إ‬

‫ور و‬

Degrees Of Freedom (D.O.F)
.

‫ه ا‬
‫ا ر‬
‫درا ا‬

‫ى‬
‫ل‬

‫ا‬

‫ا‬
‫و‬

‫ا‬
‫ا وم ا‬
‫را‬
‫ا‬
‫م ا‬
‫ا ا‬
‫ا م‬
.
‫ا‬

‫در ت ا‬
‫ات‬

‫و‬
‫در ت ا‬

‫ا‬
‫كا‬

‫أ‬

-1
‫ ا‬-2
‫ إ‬-3
‫ا‬

-6
‫ه ا‬
‫ه ا‬

‫و‬
‫تا د‬
‫رآ ( و‬
‫) أى‬
.‫ل‬
‫ا‬
‫و و‬
‫ا‬
‫اه‬
‫ل‬
‫ وا‬X-Z ‫ى‬
‫ا‬
‫وا‬
‫تا‬
‫ا‬
‫و‬
Z‫ر‬
‫ا‬
‫ وازا‬X ‫ر‬
‫ا‬
‫ازا‬

‫ن ر‬
‫ن در ت ا‬
Y‫ر‬
‫ودوران ا‬
Set Analysis Options ‫ ا ر‬Assign
SAP ‫دا‬
‫در ت ا‬
‫و‬
‫ا‬
‫ح‬
‫ا‬
‫ت √ أ م در ت ا‬
Plane Frame
‫ر‬
Fast D.O.F ‫ وه‬X-Z ‫ى‬
‫ا‬
‫وه ك‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 17 -

Run Analysis

‫ا‬

‫ ا‬-7

:
‫ا‬
‫ا ض ا‬
Deformations ‫ت‬
‫ ا‬-1
Reactions ‫ ردود ا ل‬-2
Internal forces
‫ ا ى ا ا‬-3
‫م‬
:

‫آ‬

‫ب‬

SAP ‫أن‬
‫تا‬

‫ا‬

‫ب‬
‫ا‬
‫تا‬
‫ و‬Dead & Modal ‫ه‬

‫ا‬
‫ا‬

Analysis Cases Define

Modal
‫ا‬
Ok Delete Case ‫ح‬
‫ل‬

Run Analysis ‫ ا ر‬Analysis
‫نا‬
‫ءا‬
‫ا را‬
‫ر‬
‫ا‬
‫وذ‬
SDB ‫اد‬
‫ا‬

‫ا‬

Show Deformed Shape ‫ ر‬Display
R Click
‫دا ر ما‬
‫و‬
Rad ‫( وا ورا ت‬
√

:

Joint

‫آ‬

‫ب وزن ا‬
‫ر وذ‬
‫ا‬

1 ‫وى‬

‫ا ا )ا‬

-1
‫ ا‬-2
‫ ا‬-3

‫ر‬
‫ا‬

40 ‫وز‬

‫ت‬
‫تا‬

‫ا‬

‫و‬
‫و ا‬
‫د‬
‫و‬

‫ا‬
‫ا‬

Deformations ‫ت‬
‫ت‬
‫ا‬
‫ا‬
‫ر‬
.
‫ر‬
‫ات ا‬
‫زا ت‬

‫ ا‬1-7
‫اء ا‬
‫ا‬
‫ا‬

Reactions ‫ ردود ا ل‬2-7
Show Element Forces/Stresses ‫ ر‬Display
ok
‫را هتا ىو‬
Show Arrows ‫أ م‬
:‫ا‬
‫ م‬SAP ‫ن‬
‫ا‬
‫ ا‬Reactions
‫ أ وزن ا‬SAP
‫م‬
‫إ أ‬
load Cases ‫ ا ر‬Define
(
)

‫ ا‬Self Weight Multiplier
Ok Modify Loads
‫ا‬
‫ات و‬
‫ا‬
‫ر‬
‫ا‬

‫ه‬
‫ان‬
‫ا‬
-1
-2
‫ ا‬-3
‫و د‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

‫ا‬


SAP2000 Course (2nd Edition)

- 18 -

Internal Forces
Loading

Straining Action

Loading

Shear V22
Moment M33

Loading

Straining Action

Shear V33
Moment M33

‫ا‬

‫ىا ا‬

Straining Action

Axial Force
(P)

Loading

Straining Action
Torsional
Moment
(T)

‫ا ىا‬
‫ىا ى‬

‫ا‬
‫وا م‬
‫أ لا‬
‫ا‬
‫ا‬
(V22,M33,V33,M22,P,T) ‫( وه‬6)
‫دا ا‬
‫ات ا‬
‫دأ ل‬
‫و‬
:
‫ آ‬SAP ‫دا‬
‫اض ا ى ا ا‬
‫ا‬
‫و‬
Show Element Forces/Stresses Display
-1
Frames/ Cables ‫ ا ر‬-2
Ok
‫ب ا‬
‫ا‬
‫ ا ر ا‬-3
:

‫وم‬

‫ ا‬3-7

‫ته‬

‫وا‬
‫ا هتا‬
Scale Factor
‫نه كا ر‬

‫ا ا تا‬
‫ ا ا ت ا‬-1
‫د‬
‫ا‬
‫( أ م ا‬-)
‫ا‬
-2
‫ا تا‬
‫م‬
‫ا‬
‫ا‬
‫ا‬
-3
:
‫ا آ‬
‫ا‬
‫ا م‬
Moment Diagram in Tension Side ‫√ أ م‬
‫ ا ر و‬Options
‫ا ا ت‬
‫ا وذ‬
‫ا م ا‬
‫ م‬SAP ‫أن‬
‫ا آ‬
‫و‬

.
‫ا‬
‫ذ‬
‫و‬
‫ا‬
‫ا‬
All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 19 -

‫ا‬

‫ع‬

‫أى‬

(

‫ا‬

‫ىا ا‬

‫دا‬

‫إ‬

)

‫ا‬
R Click
‫ات ا‬
‫أ ل‬
‫و‬
‫ا‬
‫ك ر‬
‫أن ن أآ د و‬
‫و ا‬
Show Max ‫ر‬
‫ا‬
‫أو‬

‫دا ا‬
‫دا ا‬
‫ات ا‬
‫ب‬
‫ا عا‬
Location
‫ا‬
‫ا ا‬
‫ا ع‬
Diagram ‫آ‬
‫ى‬
‫ا ا‬

Applications
Hinge
‫ا‬
‫ون‬

.

‫آ ه‬

B

C

‫م‬

‫آ‬

‫نا‬

‫م‬

:
R Click
‫و‬
.(‫ ار ا ق‬X
Edit
‫و‬

‫ه ك أآ‬
‫ا آ‬

‫و ا‬
6,4

‫و‬

10 ‫وى‬

‫ا‬
‫را آ ا‬
4
‫) ز د ا ا‬4
6
X
‫ا‬
‫را آ ا‬
4
( 2 ‫ار‬
‫ ) آ‬+2

C
Assign
M33
SAP ‫م‬

‫ا‬

‫و‬
‫م‬
‫ا و‬

‫ا‬

Not Equal Span Beams ‫ر‬
‫ا‬

‫اض ا‬

D

BC
‫را‬
Releases/Partial Fixity frame ‫ر‬
End
‫وى‬
‫نا‬
‫ا‬
‫اء‬
‫را‬

‫رآ‬

‫ا‬

‫ا‬
‫ور ا ا‬

A

‫ا‬

‫ف‬

‫ا‬

‫آ ذات‬

‫آ ذات‬
-1
.
‫ه ا‬
‫ ر آ ذات‬-2
‫ا‬
‫ ر آ ذات‬-3
Move ‫ر‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 20 -

Grid System

‫ما‬
‫د‬

‫تا‬
‫ا‬

‫م ما‬
‫ا‬
SAP
‫ ا‬Crane ‫ـ‬
Grid System ‫ام‬
‫ا‬

SAP

‫ا‬

New Model ‫ ر‬file
Grid Only ‫ر‬
Number of Grid lines
‫طا‬
‫د‬
‫طآ ه‬

‫با‬

‫و‬

‫آ‬

‫طا‬

-1
-2
-3

‫ا‬

‫ور‬

‫ا‬
:

‫ا‬
:‫أن‬

4

5 ‫ ـ وى‬X
4 ‫ وى‬Z
1 ‫ وى‬Y

1

3

2

2

5

‫أ‬

1
2

1
1

‫ا‬

3
10

4
10

‫ا ز‬

5
1

‫ط‬

‫ا‬
:

‫ا‬
‫ا‬
‫ا‬

‫د ا ور‬
‫و د ا ور‬
‫و د ا ور‬

‫ا تآ ه‬
Edit Grid ‫ح‬

‫تا‬
‫اد ل ا‬
‫وه‬

‫ط ا أ وا‬
‫تا‬
)
‫(آ‬
‫ا‬
‫وه ا آ ا‬

‫ور ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 21 -

‫ح‬
.

‫ء‬

‫ا‬

‫اد ا‬

‫ت و اص ا‬

‫ول و‬
‫دة‬
‫تآ ه‬

‫ا‬

‫دآ ا تا‬
‫ و أ د ل ا‬Delete

‫ذ‬

‫أ‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 22 -

:
Draw

‫ا‬

‫وق ا دوات و‬

Normal Frame Element

‫ا‬

‫ر‬

‫د‬

‫ا دوات ا‬

Quick Frame Element

1-Quick Frame Element
‫ا‬

‫ا دا‬
‫أى‬

‫وذ‬
‫ا ا‬

‫ا‬

‫ذ‬

‫ت‬

‫أى‬
(

‫ا‬

‫ر ا‬
‫ام ه ا دا‬
) Section ‫ع ا ع‬
‫ر‬

‫ر ا‬

‫وا‬

‫د‬

‫آ‬

‫ا‬

‫ر‬

‫ا‬

:

2-Normal Frame Element
‫ط‬

‫ط أن‬

( points ‫√ أ م‬

)

‫ا‬
‫ا‬
‫را‬
) Points

‫أى‬
‫ه ا دا‬
Snap to ‫ر‬

‫ر‬
Snap ‫م ا ـ‬
Draw

‫ام ه ا دا‬
‫أن‬
‫(و‬
Snap ‫ا ـ‬
:

‫ا‬
‫ب‬
‫ا ا‬
‫ى‬

‫ا‬
‫عا‬
‫ار‬
‫ا‬
‫ا‬
‫ا‬

‫ا‬
‫ا‬

‫اء‬

.

‫ا‬

‫ا‬

‫ر‬

‫ا دا‬
‫ر عا‬
‫ر‬
‫اء‬
‫كا ر‬
‫ا‬

-1
-2
-3
-4
‫ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 23 -

:
SAP ‫أن م‬

‫ه ا‬

‫إ‬
‫و‬

‫ا‬

‫ا‬
‫ن‬

Break at intersections…

Load Cases

‫ام‬

‫ه‬
‫ا‬

‫وذ‬

‫ا‬
:
‫ و آ‬Break
‫را‬
Select All
‫ا‬
‫دآ‬
Divide Frames ‫ر‬
Edit

Ok

‫ر‬
‫إ‬
‫ا‬
-1
-2
-3

‫تا‬

Units, Model, Materials, Sections ‫وهـــ‬
‫ــ ا ـــ‬
‫ات‬
4 ‫أول‬
‫ا ل‬
‫ا‬
‫ت ا ـــ و ا ـ ء آ‬
‫وى د‬
‫ا‬
‫و ذ‬
‫ا‬
‫آ‬
‫ل‬
‫ا‬
‫ذ و‬
(
‫ا‬
‫)ا‬
:

Load Cases ‫ ر‬Define
‫ا‬
‫ا‬

‫ب وزن‬

( Other ‫ر‬
Dead ‫ا‬
‫تا‬
‫دات ا ا‬

Load Name
‫ا ا‬
‫د‬
‫ا ع‬
‫)ان‬
‫ر عا‬
‫آ‬
‫ وى‬Self Weight
‫أ لا‬
‫أآ‬

‫آ‬
-1
-2

-3
-4
-5
‫ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course


SAP2000 Course (2nd Edition)

- 24 -

:

‫ل‬

‫ا‬

‫ـ ــ ـ‬
‫ـــــ ر‬

‫ا ــ ل‬
‫و‬
‫ا‬
‫ا‬
‫ا‬
‫أو‬
‫ـ ا‬
:
‫آ‬
‫ـ‬
‫ل‬
‫آ ا‬
‫و ـــ‬

‫أ آن عا‬
‫آ‬
‫ا‬
‫ا ر ا ر‬

:‫ت‬
‫ر‬

Display
‫ـ ا ــ‬

‫ض‬
‫ــ‬

‫أى‬

‫ر‬

‫ا‬
‫ا‬

‫آ‬
‫ا‬
‫لا ا‬
‫ا‬
‫أن‬
‫ ا‬‫ و‬Joint ‫ أو‬Frame ‫ر‬
Show Load Assigns
Ok

‫ى‬
‫ا‬

‫أ‬

‫أ لا ىا ا‬
‫ا‬
‫ا‬

‫و ض أى‬
‫ى‬
‫ا‬
‫ان آ‬

Load Combinations

‫ا‬

‫ا‬
‫ا‬

‫تا‬

Combinations ‫ ر‬Define
Add New combo ‫ح‬
Ok
‫و‬
‫تا‬
‫ةا‬

‫ا‬

-1
-2
-3
‫ا‬

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

‫و‬


SAP2000 Course (2nd Edition)

- 25 -

:‫ت‬
( Dead 1.4 , Live 1.6 ) ‫ى‬
‫دا‬
‫تا‬
‫ى‬
‫ا‬
Linear Add
‫ا ر عا‬
)
‫تا‬
‫ى‬
‫ر ا ا‬
Envelope
‫ا ر عا‬

(
‫م وث اى ا‬
Show Forces/Stresses ‫ر‬
Display
‫ا‬
‫ا‬
‫ض‬
Ok
(Combo1)
‫ا‬
‫ا‬
‫ و ر‬Joint ‫ أو‬Frame

All Rights Reserved to Eng: Ahmed atta – Civil Engineering – Alexandria University – SAP2000 Course

-1
-2
-3
-4