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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 [email protected]
C2 : 70 X20 2 [email protected]
C3 : 80 X202 [email protected]
C3 : 80 X202 [email protected]
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
Recommended