(.(SAP2000,Version7.4 (,,,.............). (SAP2000, Version7.4). , : ((model (Global Coordinate System) X-Y-Z . ( (model - . ((Local Coordinate System ( ) :- (COLUMN)

1-1 -

2-2 X - -

3-3 Y (BEAM)

1-1

2-2 Z - - depth 3-3 Z width :-1- ( . (model2- .3- .4- .5- . , Simply Supported Beam :-

:L=5m, b=300mm, h=600mm, WD=20KN/m(not including Self Weight), WL=15 KN/m, fc'=25MPa, fy=420MPa

: : (-:(model 1- .

2- ( ) ( (kN.m

3- File New model from Template

:- 4-

Number of Span = 1 Span Length = 5 OK , .

" " : :-

:- ( (Materials, (Frame Sections) , (Static Load Cases) , ( (Load Combinations 1- Define ((Materials

Modify/Show Material

:

fc', fy Ec, (1000) MPa kN/m , OK 2- Define (Frame Sections)

:-

((Modify/Show Section ,

( B) Depth (t3) 3-3 ( 2-2 )

Width (t2) 2-2 ( - 3-3 ) - -

Reinforcement :- Beam ( :- 40mm + 10mm + 10mm 20mm = 60mm )

OK OK OK 3- Define Static Load Cases

:-

DL Load DEAD Type , Self Weight Multiplier :-

1- ( 0 ) (Self Weight) . - ( 1 ) (Self Weight) . 1 Change Load .

LL Load LIVE Type , Self Weight Multiplier (0) ( ) Add New Load

O.K 4- Define

Load Combinations

:-

Combination , Add New Combo :-

1.4 Scale Factor DL Load Case Add

1.7 Scale Factor LL Load Case Add Use for Concrete Design OK : :-

Assign Frame sections

:-

OK

( OK )

Assign Frame Static Loads Point and Uniform ( Uniform )

:- (Load Case Name) DL Add to existing loads ( Replace existing loads ) ,

Uniform Load 20 ( ) OK

Assign Frame Static Load Point and Uniform

LL Uniform Load 15 ( ) OK

:- :-

Run , (model),

OK (Deformed Shape ) .

, :-

, ((DL, LL, COMB1 (Moment 3-3, Shear 2-2, Axial Force) : Fill Diagram , Show Values on Diagram . .

:

Shear 2-2 2-2 Moment 3-3 3-3

Reactions :

OK

:- :-

.

:-

1- .

2- Design .3- Redefine Element Design Data

:

Change Element Type Sway Ordinary OK

4- all .

5- Design .6- Start Design

.

() , N.mm .

:-

.

= Av ( ) S ( )

Av S Smax .

details :-

. : /