Lift Shear Wall

ppartment , Haban, Nepal on : Tower 1 S.no A

escripon

ia %mm'

S!ape

Nos

Total no

Lap Len"t! no

Tower 1 li# s!ea s!earr wal walll S$1 %&ercal bar' a=25 b=20

19

1

19

5.000

6

1

6

5.000

14

1

14

5.000

19

1

19

7.000

6

1

6

7.000

14

1

14

7.000

15

1

15

5.000

6

1

6

5.000

20

1

20

5.000

15

1

15

7.000

6

1

6

7.000

20

1

20

7.000

15

2

30

3.055

15

2

30

2. 2.900

300 15

2

30

2.500

15

1

15

1.720

15

1

15

1.052

15

4

60

0.912

4700

c=16 300 a=25 b=20

6700

c=16 300

S$( %&ercal bar' a=25 b=20

4700

c=16 300 a=25 b=20

6700

c=16 300

). 1

Hori Hori*o *ont ntal al bar bar +or +or S$1 S$1 1 / ( cc

10

innero-ter bar 2

3055 300

10

2300 300

3

10 2200

Ties 8 @ 200 c/c

8

80

4

240

540 5

8

80

240

206 6

8

80

166

210 7

8

80

166

15

1

15

0.864

15

1

15

1.558

15

1

15

0.864

15

1

15

1.990

15

1

15

0.816

15

1

15

0.938

15

1

15

1.424

15

1

15

0.874

15

1

15

0.864

15

1

15

0.922

15

1

15

1.474

15

1

15

0.874

186 8

8

80

533

166 9

8

80

186

166 10 80

8

240

675 11

80

8

240

168 12

8

80

223

166 13

8

466

80

166 14

8

191

80

166 15

8

80

166

186 8

80

16

166

215 8

80

17

166

491 8

80

18 191

C.

Hori*ontal bar +or S$( 1 / ( cc

19

innero-ter bar

2200 10

300

15

2

30

2.5

15

2

30

2.9

15

2

30

2.87

15

1

15

1.72

15

1

15

1.052

15

4

60

0.922

15

1

15

0.864

15

1

15

0.874

15

1

15

1.424

15

1

15

0.978

15

1

15

1.424

300 20

10

2300 300

21

10

300 2570

Ties 0 / ( cc 22

8

80

240

540 23

8

80

240

206 24

8

80

166

215 25

8

80

166

186

27

8

80

191

166 28

8

80

466

166 29

8

80

166

243

30

8

80

466

166 80 31

8

15

1

15

0.874

15

1

15

0.864

15

3

45

0.922

39

1

39

1.474

39

1

39

0.874

13

2

26

2.9

13

2

26

1.09

150

8

2

16

2.6

150

2

2

4

2.6

191

166

32

8

80

166

186 33

8

80

166

215 34

8

80

166

491 80 35

8

166

191

D.

ercal bar o+ li# s!ear 150

wall at entrance 1

10 2450

300 150 2

10 940

2300 3

10 2300

4

10

Tota

Total Len"t!

Total $ei"!t% $ei"!t 6"m' %4"'

3emar4 5nit $ei"!t 6"  m

95

3.853

366.035

30

2.466

73.980

1 mm 7 .;1;

70

1.578

110.460

1; mm 7 1.<0

0mm 7 .89

( mm 7 (.=;; ( mm 7 8.08

133

3.853

512.449

42

2.466

103.572

98

1.578

154.644

75

3.853

288.975

30

2.466

73.980

100

1.578

157.800

105

3.853

404.565

42

2.466

103.572

140

1.578

220.920

Total A (<.9( 91.65

0.616

56.456

87

0.616

53.592

75

0.616

46.200

25.8

0.395

10.191

15.78

0.395

6.233

54.72

0.395

21.614

12.96

0.395

5.119

23.37

0.395

9.231

12.96

0.395

5.119

29.85

0.395

11.791

12.24

0.395

4.835

14.07

0.395

5.558

21.36

0.395

8.437

13.11

0.395

5.178

12.96

0.395

5.119

13.83

0.395

5.463

22.11

0.395

8.733

13.11

0.395

5.178

Total )

(<=.=9

75

0.616

46.2

87

0.616

53.592

86.1

0.616

53.0376

25.8

0.395

10.191

15.78

0.395

6.2331

55.32

0.395

21.8514

12.96

0.395

5.1192

13.11

0.395

5.17845

21.36

0.395

8.4372

14.67

0.395

5.79465

21.36

0.395

8.4372

 

560.978

13.11

0.395

5.17845

12.96

0.395

5.1192

41.49

0.395 16.38855

57.486

0.395 22.70697

34.086

0.395 13.46397

Total C

75.4

0.616

28.34

(0;.9(09

46.4464

0.616 17.45744

41.6

0.616

25.6256

10.4

0.616

6.4064

Total  l o+ A2)2C2

9.980= 8((<.0;;