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.

-1

-2

3-

P.W

-4

-5

6-

-7

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1-:

:

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:

1.1 * 1.1.

0.9 * 0.9 .

0.7 *0.8.

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5 cm

5 cm 15 10 cm Pile

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:

: Bottom Steel

: Top Stteel

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:

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:

6T16

Extra Shoawn In Plan6T14

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: Bottom Steel

1-) ) ( )

: .

* * =

:

1-.

6((6T166( 12=(6T16

.

PC1 = 2.2*12*22 = 581 m.l steel 16 mm

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3T12

(= 4*8.+ )8.4=3.44

8.4( = 18* = )18*1.*=8.4

15

PC1= 3.44*3*22=227 m.l steel 12 mm

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:PC2

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:PC1

3T1214T168T20

3.488.9

.16.114

3

1

( =

*(+)*8.7+ )8.15=5.55

PC2 (8T20) =3.4*8*8 = 218 M.l STEEL 20 mm

PC2(14T16) =2.2*14*8=246.4 M.l STEEL 16 mm

PC2(3T12) = 5.55*3*8=133.2 M.l STEEL 12 mm

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P.C 1 :

T 12 = 227 M.L

T 16 = 581 M.L

T Weight m.l Ton

8 0.40 0.00

10 0.62 0.0012 0.89 227.00 0.20

14 1.21 0.00

16 1.58 581.00 0.92

20 2.47 0.00

25 3.86 0.00

P.C 2 :

T 12 = 133.2 M.L

T 16 = 246.4 M.L

T 20 = 218 M.L

T Weight m.l Ton

8 0.40 0.00

10 0.62 0.00

12 0.89 133.20 0.12

14 1.21 0.00

16 1.58 246.40 0.39

20 2.47 218.00 0.54

25 3.86 0.00

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-:

:

+ ) +=18 + + )

(

8

38)

( .1.51 )

= *68 48

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:

:

C1 : 60 X20 8 T 161

C2 : 70 X20 8 T 161

C3 : 80 X20 10 T 166

* * =

C1 =2.4*8*12= 230.4 M.L STEEL 16 MM

C2=2.4*8*12= 230.4 M.L STEEL 16 MM

C3=2.4*10*6= 144 M.L STEEL 16 MM

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:P.W-3

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:P.W

2T20Bottom Rft - Full Length

1T20Bottom RftExtra Mid Span At L/7 From Support

2T20Top Rft - Full Length

2T20Top RftExtra Top Over Interrior Support Extented To L/4

From Adjacent Span

30 CMSide Bars2T10

T1015 CMStirrups

:

P.W

P.W

* =

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Bottom Steel :

Full Length = (2*4.3)+(2*5.1) =18.8 m.l steel 20

.P.W

Extra Mid Span At L/7 From Support

Beams

= ) (*(/ ( (7

18

Extra Bottom = {4.3( 2 *(4.3/7)} = 3.1 m.l steel 20

Extra Bottom = {5.1( 2 *(5.1/7)} = 3.7 m.l steel 20

P.W.

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:

P.W

Top = 2* (11.54 +(2*0.4) )= 24.68 m.l steel 20

= *+

( = 11.6+8.)(*8.83)=1.34* = 4.6

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2T20Extra Top Over Interrior Support Extented To L/4 From Adjacent Span

( = / ((( *4

Extra Top = (2*(5.6/4)) = 2.8 m.l steel 20

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.

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30 CMSide Bars2T10

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Side Bars =10 * 11.54 = 115.4 m.l steel 10 mm

= 11.54

/ =

=1.4/8.3=4.66=5

=5*=18

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T1015 CMStirrups

* * =

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= (*((*)) )( +*((*

) + ))

= ) ( *1.6(*8.83) )(+ )(*8.-(*8.83+ )))8.15=3.51

= ) *1.54( + )*8.14+ )8.15=3.51

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/ =

/ =

=5/8.15=33.34=34

=5.6/8.15=37.34=3

= 34+3=7

Stirrups 1 = 3.51 *72 = 252.72 m.l steel 10 mm

.P.W

188

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4-:

* * * * =

18

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* * * * =

= =188 /188/8=5

Ground Floor Slab (Top) = 11.6*19.7 *5*2*1.1= 2514 m.l steel 12 mm

Ground Floor Slab (Bottom) = 11.6*19.7 *5*2*1.1=2514m.l steel 12 mm

Ground Floor Slab (Top) = 11.6*19.7 *5*2*1.1= 2514 m.l steel 12 mm

Ground Floor Slab (Bottom) = 11.6*19.7 *5*2*1.1=2514m.l steel 12 mmGround Floor Slab(Top) = 5*14*5*2*1.1= 770 m.l steel 12 mm

Ground Floor Slab(Bottom) = 5*14*5*2*1.1= 770 m.l steel 12 mm

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:

* * =

* * =

*

= 5

=

= *

t

b

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* * =

:

3t2A3143

3t2A = 3 * 3 *2 = 18 M.L STEEL 14 mm

5t4A =5*3*1=15 M.L STEEL 20 mm

4t2F=4*3.5*2=28 M.L STEEL 14 mm

6t5F = 6*3.5*1= 2.1 M.L STEEL 25 mm

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:

3t2A = 0.6 * 3 *5*2 = 18 M.L STEEL 14 mm

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7t4A = 7 * 3 *2 = 42 M.L STEEL 20 mm

5t3G = 5 * 2.4 *1 = 42 M.L STEEL 20 mm

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:

35b2B = 35*4*1= 140 M.L STEEL 14 mm

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48b2B = 48 * 4* 1= 192 M.L STEEL 14 mm

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5-:

* * =

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:

C1 : 60 X20 8 T 161

C2 : 70 X20 8 T 161

C3 : 80 X20 10 T 166

:

:

:

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+

=+

=3.5+8.4+8.7=4.44

= *68 48

=48*1.6=8.64

=8.6

=8.7

C1 =4.44*8*12= 426.24 M.L Steel 16

C2 = 4.44*8*12= 426.24 M.L Steel 16

C3 = 4.44*10*6= 266.4 M.L Steel 16

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: /15

* * =

= (()*() *)+(*)( *))

+

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) ( = () /

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:

= ) ) (/ )

C1 = (3.5(0.7-0.24 )) / 0.15 = 20.26 = 21 Stirrups

C2 = (3.5( 0.8- 0.24 )) 0.15 = 19.6 = 20 Stirrups

C3 = 3.5 / 0.15 = 23.33 = 24 Stirrups

783.84

8.94

3.5

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* * =

:

C1 : 60 X20 2 T8@151 1.3

C2 : 70 X20 2 T8@15.31

C2 : 70 X20 2 T8@154.38

C3 : 80 X202 T8@153.41

C3 : 80 X202 T8@1543.44

C1=2.3*21*12 = 579.6 M.L Steel 8 mm

C2=2.3*21*8 = 386.4 M.L Steel 8 mm

C2 = 2.3*20*4 =184 M.L Steel 8 mm

C3 = 3.4*21*2 = 142.8 M.L Steel 8 mm

C3 =3.4*24*4 = 326.4 M.L Steel 8 mm

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:-6

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:-7

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:

Bottom Rft - Full Length

Bottom RftExtra Mid Span At L/7 From Support

Top Rft - Full Length

Top RftExtra Top Over Interrior Support Extented To L/4 From

Adjacent Span

Side Bars

Stirrups

:

* =

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DB3DB 2

DB2 = 220

DB3= 320

8

= DB2 + DB3(* )

( = 11.6(*8.3= ))11.54

18

= DB3

( = 6.48.3= )6.37

Bottom Steel :

Full Length = (2*11.54)+(1*6.37) =29.45 m.l steel 20

.

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:

DB3DB 2

DB2 = 220

DB3= 220

Extra Mid Span At L/7 From Support

= ) (/ ( ((*7

8

Extra Bottom = {5.6( 2 *(5.6/7)} = 4 m.l steel 20

Extra Bottom = {5( 2 *(5/7)} = 3.6 m.l steel 20

.

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:

* =

= ( *)* +-(*

)

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DB3DB 2

DB2 = 220

DB3= 220

8

= DB2 + DB3(* ( + ) *)

= 11.6(*8.83( + )*8.7(*8.83))=1.

Top Steel :

Full Length = (2*12.88) = 25.76 m.l steel 20

.

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:

Extra Top Over Interrior Support Extented To L/4 From Adjacent Span

DB3DB 2

DB2 = 320

DB3= 320

8

( = ( */ ((4

Extra Top = (2*(5.6/4)) = 2.8 m.l steel 20

Extra Top Steel :

Full Length = (3*2.8) = 8.4 m.l steel 20

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Side Bars :

20 CMSide Bars2T12

Side Bars =2 * 11.54 = 23.08 m.l steel 12 mm

= 11.54

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Stirrups

* * =

( = (*(( +))) *(*( *

+ )))

= (( *8.7(*8.83(+ )))(*8.-(*8.83+ )))8.15=1.71

( = *8.64( + )*8.14+ )8.15=1.71

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= 8

= 15

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8

= (*3/-( ))

15

= ((*3/

Stirrups DB2 = 5- (2*(5/3)) = 1.67 m

/ =

=1.67/8.=.5=9

Stirrups DB2 = (2*(5/3)) = 3.33 m

/ =

=3.33/8.15=.=3

= 9+3=3

Stirrups DB2 = 1.71 *32 = 54.72 m.l steel 8 mm

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Stirrups DB3 = 5.6- (2*(5.6/3)) = 1.87 m

/ =

=1.7/8.=9.35=18

Stirrups DB3 = (2*(5.6/3)) = 3.74 m

/ =

=3.74/8.15=4.9=5

= 18+5=35

Stirrups DB3 = 1.71 *35 = 59.85 m.l steel 8 mm

.

18

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:

:

T : Diameter Of Steel

Weight : Weight per linear meter

:

Weight = ( T*T )/162

M.L=

* * =

Ton:

:

Ton = (M.L* Weight )/1000