Total Loads M

7/23/2019 Total Loads M

1/178

Concrete density 25

Finishes 0.8

Panel BeamsDimension Loads

lx ly ly/lx = k

mm mm

Roof slab

9-10-F-E F9-F10 4300 6000 1.40 4.50

F9-E9 4300 6000 1.40 4.50

F10-E10 4300 6000 1.40 4.50

E9-E10 4300 6000 1.40 4.50

E9-E10 2600 6000 2.31 4.50

9D1-10D1

!"m3

!"m3

#

!"m2

9-10-E-D"


2/178

C9-B9

B9-B10

B10-C10

First floor slab

6-$-F-E E6-F6 4300 5000 1.16 5.00

F6-F$

E$-F$

E6-E$

$-8-F-E E$-F$ 4300 5000 1.16 5.00

F$-F8

E8-F8

E$-E8


3/178

$D1-8D1

$E-8E

8-9-E-D1 8D1-8E 2600 5000 1.92 5.00

9D1-9E

E8-E9

8D1-9D1

6-$-C2-D1 6D1-$D1 5000 5200 1.04 5.00

6D1-6C2

$C2-$D1

6C2-$C2

$-8-C2-D1 $D1-8D1 5000 5200 1.04 5.00

$C2-8C2

$C2-$D1

8C2 8D1


4/178

$-8-C-C2 $C-$C2 2600 5000 1.92 5.00

8C-8C2

$C-8C

$C2-8C2

8-9-C-C2 8C2-8C 2600 5000 1.92 5.00

9C2-9C

C8-C9

8C2-9C2

6-$-B-C 6B-6C 4300 5000 1.16 5.00

B6-B$

B$-C$

C6-C$

$-8-B-C $B-$C 4300 5000 1.16 5.00

B$ B8


5/178

9-10-%-F %9-%10 2$00 6000 2.22 4.20

F9-F10

F10-%10

8-9-&-B B8-&8 2$00 5000 1.85 4.20

&8-&9

B9-&9

B8-B9

9-9'-&-B &9'-B9' 2$00 3300 1.22 4.20

&9-&9'

&9-B9

B9-B9'

9 9 B C 9B 9C 2$00 4300 1 59 4 20


6/178

9-10-D-D1 9D1-10D1 2600 6000 2.31 4.20

9D-10D

9-10-D1-E 9D1-10D1 2600 6000 2.31 4.20

9E-10E

9-9(-E-F 9E-9F 2$00 4300 1.59 4.20E9-E9(

E9(-F9(

F9-F9(

Ground floor slab

6-$-F-E E6-F6 4300 5000 1.16 5.00

F6 F$


7/178

E8(-F8(

E8-F8

E8-E8(

8-9-F-% F8-%8 2$00 5000 1.85 5.$0

%8-%9

F9-%9

F8-F9

8(-9-E-F F8(-F9 2300 4300 1.8$ 4.50

E8(-F8(

E9-F9


8/178

F9-F10

E9-F9

8-9-D1-E 8D1-8E 2600 5000 1.92 4.50

9D1-9E

E8-E9

8D1-9D1

9-9(-D1-E E9-E9( 2600 2600 1.00 4.50

9D1-9(D1

9D1-9E

9(D1-9(E


9/178

$E-8E

6-$-C2-D1 6D1-$D1 5000 5200 1.04 6.00

6D1-6C2

$C2-$D1

6C2-$C2

$-8-C2-D1 $D1-8D1 5000 5200 1.04 6.00

$C2-8C2

$C2-$D1

8C2-8D1

8-9-C2-D1 8D1-9D1 5000 5200 1.04 6.00


10/178

6-$-C-C2 6C-6C2 2600 5000 1.92 4.50

6C2-$C2

6C-$C

$C-$C2

$-8-C2-C $C-$C2 2600 5000 1.92 4.50

8C-8C2

$C-8C

$C2-8C2

8-9-C2-C 8C2-8C 2600 5000 1.92 4.50

9C2-9C

C8-C9


11/178

B8-B8(

&8(-B8(

&8-&9

8(-9-&-B &8(-&9 2300 2$00 1.1$ 6.00

&8(-B8(

&9-B9

B8(-B9

8(-9-B-C B8(-B9 2300 4300 1.8$ 6.00

B8(-C8(

B9-C9

C8(-C9


12/178

9-10-C-C2 C9-C10 2600 6000 2.31 4.50

9C2-10C2

10C-10C2

6-$-B-C 6B-6C 4300 5000 1.16 5.00

B6-B$

B$-C$

C6-C$

$-8-B-C $B-$C 4300 5000 1.16 5.00

B$-B8

B8-C8

C$-C8


13/178

n slab Beam loads Total Beam loads from slab Loads from wall

0.50 20.80 2.31 20.80 2.31

0.50 30.32 3.3$ 30.32 3.3$

0.50 30.32 3.3$ 30.32 3.3$

0.50 34.6$ 3.85 69.$$ $.$5

0.50 35.10 3.90

35.10 3.90 $0.20 $.80

)

#

)

#

)

#

!"m2


14/178

30.32 3.3$ 30.32 3.3$

20.80 2.31 20.80 2.31

30.32 3.3$ 30.32 3.3$

5.00 28.$5 28.$5 5$.50 5$.50

18.$5 18.$5 18.$5 18.$5 13.20

28.$5 28.$5 5$.50 5$.50

31.25 31.25 55.30 55.30

5.00 28.$5 28.$5

18.$5 18.$5 18.$5 18.$5 20.35

28.$5 28.$5 51.86 51.86

31.25 31.25 55.30 55.30


15/178

24.05 24.05 55.30 55.30

24.05 24.05

5.00 8.45 8.45

8.45 8.45 8.45 8.45 18.88

24.05 24.05

24.05 24.05 55.30 55.30

5.00 31.25 31.25

33.$5 33.$5 6$.50 6$.50

33.$5 33.$5 6$.50 6$.50

31.25 31.25 55.30 55.30

5.00 31.25 31.25

31.25 31.25 55.30 55.30

33.$5 33.$5


16/178

5.00 8.45 8.45

8.45 8.45 16.90 16.90

24.05 24.05 55.30 55.30

24.05 24.05

5.00 8.45 8.45

8.45 8.45 8.45 8.45 18.88

24.05 24.05 54.69 54.69

24.05 24.05

5.00 28.$5 28.$5 5$.50 5$.50

18.$5 18.$5 18.$5 18.$5 13.20

28.$5 28.$5 5$.50 5$.50

31.25 31.25

5.00 28.$5 28.$5


17/178

4.00 34.02 32.40 34.02 32.40 39.60

34.02 32.40 34.02 32.40 39.60

1$.82

4.00 5.$4 5.4$ 5.$4 5.4$ 23.$6

15.52 14.$8 15.52 14.$8 33.00

9.5$ 9.11 19.14 18.23 1$.82

25.8$ 24.64

4.00 5.$4 5.4$ 5.$4 5.4$

8.29 $.90 8.29 $.90 21.$8

9.5$ 9.11

13.82 13.16 13.82 13.16 21.$8


18/178

4.00 32.$6 31.20 65.52 62.40

32.$6 31.20

4.00 32.$6 31.20

32.$6 31.20 32.$6 31.20 39.60

4.00 18.52 1$.63

9.5$ 9.11 9.5$ 9.11

11.11 10.58 11.11 10.58

9.5$ 9.11 9.5$ 9.11

2.00 5$.50 11.50 5$.50 11.50 38.$0


19/178

21.90 $.9$ 38.21 22.46 28.38

21.90 $.9$

10.02 3.65 10.02 3.65 1$.82

2.00 $.$9 2.$3 $.$9 2.$3 1$.82

21.0$ $.39 21.0$ $.39 42.09

12.99 4.56 12.99 4.56

35.11 12.32 35.11 12.32 9.09

4.00 5.18 4.60 5.18 4.60 15.18

16.30 14.49

16.30 14.49 3$.10 32.98


20/178

41.41 36.81

20.80 18.49

3.50 $.61 5.92 15.21 9.30 1$.16

$.61 5.92 15.21 12.68 1$.16

21.65 16.84 21.65 16.84

21.65 16.84 59.15 41.84

4.00 9.13 8.11 9.13 8.11

9.13 8.11 9.13 8.11

$.61 6.$6

4.56 4.06 4.56 4.06


21/178

21.65 9.62

4.00 3$.50 25.00

40.50 2$.00 81.00 54.00

40.50 2$.00 81.00 54.00

3$.50 25.00 59.15 34.62 33.00

4.00 3$.50 25.00

3$.50 25.00 59.15 34.62 33.00

40.50 2$.00

40.50 2$.00 81.00 54.00 34.32

4.00 3$.50 25.00


22/178

2.00 $.61 3.38 15.21 6.$6 1$.16

21.65 9.62

21.65 9.62 52.90 22.12

$.61 3.38 15.21 6.$6

2.00 $.61 3.38

$.61 3.38 15.21 9.30 1$.16

21.65 9.62 52.90 22.12

21.65 9.62

3.50 $.61 5.92

$.61 5.92 $.61 5.92 1$.16

21.65 16.84 21.65 16.84


23/178

10.25 4.56

10.25 4.56 22.53 12.$4 1$.82

4.00 4.$6 3.1$ 4.$6 3.1$ 15.18

12.28 8.19

12.28 8.19 22.53 1$.30 1$.82

$.94 5.29 14.84 9.89

4.00 6.90 4.60

21.$4 14.49

21.$4 14.49 42.54 32.98

6.90 4.60 6.90 4.60


24/178

2.50 35.10 19.50

35.10 19.50 35.10 19.50 39.60

1$.16

2.00 28.$5 11.50 5$.50 23.00 28.38

18.$5 $.50 18.$5 $.50 33.00

28.$5 11.50 5$.50 23.00

31.25 12.50

2.00 28.$5 11.50

18.$5 $.50 18.$5 $.50 33.00

28.$5 11.50

31.25 12.50


25/178

Beam Dead Load Column Loads to Column from beams

22.50 F9 21.65 1.16 44.8$ 2.84

F10 21.65 1.16 44.8$ 2.84

16.13 F9 23.22 1.68

E9 23.22 1.68 91.9$ $.51

16.13 F10 23.22 1.68

E10 23.22 1.68 91.9$ $.51

22.50 E9 46.13 3.88

E10 46.13 3.88

20.25 E9 22.61 1.95

E10 22.61 1.95

D9 22.61 1.95 91.58 $.80

Loads to Column from beamsfor eac !anel

#

#

)

#

)


26/178

14.51 B9 22.41 1.68 44.06 2.84

C9 22.41 1.68

22.50 B9 21.65 1.16

B10 21.65 1.16 3$.10 2.840.58 B10 15.45 1.68

C10 15.45 1.68 15.45 1.68

14.51 F6 36.01 28.$5 84.83 4$.50

E6 36.01 28.$5 123.83 92.50

16.88 F6 24.41 9.38

F$ 24.41 9.38 114.90 82.35

14.51 $D1 18.00 18.00 198.20 155.15

F$ 39.60 39.60

19.69 E6 3$.49 2$.65

F$ 10.$0 10.40

$D1 1$.50 1$.20

16.88 F$ 2$.99 9.38

F8 2$.99 9.38 151.19 86.05

14.51 E8 33.19 25.93 116.$1 89.38

F8 33.19 25.93

14.51 F$ 10.$0 10.40

$D1 1$.50 1$.20


27/178

8E 12.84 8.45

16.88 $D1 36.09 2$.65

8D1 36.09 2$.65

8.$8 9D1 18.05 4.23 $6.40 40.31

9E 18.05 4.23

16.88 8D1 36.09 2$.65

9D1 36.09 2$.65

1$.55 6D1 42.53 33.$5

6C2 42.53 33.$5 12$.54 9$.50

1$.55 $C2 42.53 33.$5 181.85 155.05

$D1 42.53 33.$5

16.88 6C2 36.09 2$.65

$C2 36.09 2$.65

16.88 $C2 36.09 2$.65

8C2 36.09 2$.65 12$.54 9$.50


28/178

8.$8 C8 12.84 8.45 11$.89 89.38

8C2 12.84 8.45

16.88 $C2 1$.50 1$.20

$B 10.50 10.45

C8 36.09 2$.65

8.$8 9C 18.05 4.23 205.31 93.54

9C2 18.05 4.23

16.88 8C 35.$8 2$.34

9C 35.$8 2$.34

14.51 6B 36.01 28.$5 84.83 4$.50

6C 36.01 28.$5

16.88 6B 24.41 9.38

$B 24.41 9.38

14.51 $B 40.00 39.60

$C2 18.10 1$.90


29/178

22.50 %9 48.06 16.20

%10 48.06 16.20 61.53 16.20

22.50 F9 48.06 16.20

F10 48.06 16.20 66.60 20.20

9.11 F10 13.4$

%10 13.4$

9.11 B8 19.31 2.$3

&8 19.31 2.$3 52.01 10.13

16.88 &8 32.$0 $.39

&9 32.$0 $.39 $6.34 20.45

9.11 B9 23.03 9.11

&9 23.03 9.11

9.11 &9' $.43 2.$3 28.03 6.68

B9' $.43 2.$3 38.90 13.5211.14 &9 20.60 3.95

&9' 20.60 3.95

11.14 B9 23.3$ 6.58

B9' 23.3$ 6.58


30/178

10D 44.01 31.20 88.02 62.40

22.50 9D 44.01 31.20

10D 44.01 31.20

22.50 C9 4$.43 15.60

C10 4$.43 15.60

E9 $.00 6.60

E10 2.5$ 2.51 5.0$ 4.00

14.50 E9 3.40 3.80

E10 2.50 1.49

F9 3.40 3.80

F10 2.50 1.49

F9 $.00 6.60

F10 2.5$ 2.51

14.51 F6 55.36 5.$5 216.61 13.25

E6 55.36 5.$5 206.95 41.53


31/178

14.51 8F 20.2$ 5.61

9F 20.2$ 5.61

8E 20.2$ 5.61

9E 20.2$ 5.61 165.$9 65.01

E8 20.30 2.$0

E9 $.50 1.00

9.11 F8 1$.36 1.3$

%8 1$.36 1.3$ 5$.38 5.06

16.88 %8 40.02 3.$0

%9 40.02 3.$0 100.34 14.0$

9.11 F9 11.05 2.28

%9 11.05 2.28

16.88 F8 30.54 6.16

F9 30.54 6.16

F8 4.$0 1.10

F9 15.$0 3.50

14.51 E9 25.81 16.49


32/178

8.$8 E8 24.54 $.00

D8 8.20 2.40 241.$9 96.33

8.$8 9D1 20.5$ 6.34 105.25 40.84

9E 20.5$ 6.34

16.88 E8 19.26 8.42

E9 19.26 8.42

16.88 D8 19.01 10.46

E8 19.01 10.46

E9 $.20 6.40

E10 2.00 1.80

9D1 $.20 6.40

10D1 2.00 1.80 42.53 12.$0

8.$8 E9 1.40 1.20

E10 1.10 0.90

9D1 1.40 1.20

10D1 1.10 0.90


33/178

E8 2$.26 8.66

D8 2$.26 8.66

1$.55 D6 98.55 54.00

1$.55 D$ 98.55 54.00

16.88 D6 54.51 8.66

C6 54.51 8.66 164.09 36.32

D$ 2$.26 8.66

C$ 2$.26 8.66 184.$9 56.03

16.88 D$ 2$.26 8.66

C$ 2$.26 8.66

D8 2$.26 8.66

C8 2$.26 8.66 212.20 66.04

1$.55 D8 132.8$ 54.00


34/178

8.$8 C6 24.50 5.10

D6 8.20 1.$0

16.88 C6 34.89 11.06

C$ 34.89 11.06

8.$8 C$ 24.50 5.10

D$ 8.20 1.$0

8.$8 C8 24.50 5.10

D8 8.20 1.$0

16.88 C$ 34.89 11.06

C8 34.89 11.06

8.$8 9C 16.$$ 2.96 166.26 6$.33

9C2 16.$$ 2.96

16.88 8C 19.26 8.42

9C 19.26 8.42


35/178

9.11 8B 12.3$ 3.19

8& 12.3$ 3.19

9B 12.3$ 3.19

9& 12.3$ 3.19

$.$6 8& 4.60 0.$0

9& 15.60 2.40

9.11 9& 24.$3 8.65

9B 24.$3 8.65

$.$6 8B 3.50 2.30

9B 11.$0 $.60

14.51 9B 28.52 16.49

9C 28.52 16.49

8.03 8C 1.60 1.00


36/178

B9' 18.29 6.58

22.50 9C2 48.60 9.$5

10C2 48.60 9.$5

9.$5 10C2 13.46

10C 13.46

14.51 6B 50.20 11.50 118.82 19.00

6C 50.20 11.50

16.88 6B 34.31 3.$5

$B 34.31 3.$5 104.63 19.00

14.51 $B 36.01 11.50

$C 36.01 11.50

16.88 $B 34.31 3.$5

8B 34.31 3.$5


37/178

+o(ds , to irst loor sl('

roof Beam DL "all

Column #k $k #k $k #k $k

1 &6 %& % 99

2 &$ 50 5 99

3 &8 50 5 99

4 &9 50 5 100.98

5 &9' 50 5

6 B6 150 36 0.5 55

$ B$ 150 36 0.5 55

8 B8 150 36 0.5 55

9 B9 50 12 0.5 125.910 B9'

11 B10

12C6

13 C$

14 C8

15 C9 50 12 0.5 102.25

16 C10

1$ 6C2

18 $C2

19 8C2

20 9C2

21 10C2

22 11C2

236D


38/178

45 %$ 50 5 55

46 %8 50 5 55

4$ %9 50 5 56.1

48 %10 50 5


39/178

lo(ds ,to #ro,nd loor le/el

column DL 'tair DL first floor slab colu

#k $k #k $k #k $k #k

18.6$5 3$.5 60 0.2$

18.6$5 3$.5 60 0.2$

18.6$5 3$.5 60 52.01 10.13 0.2$

18.6$5 $6.34 20.45 0.2$

28.03 6.68 0.2$

29.25 3$.5 60 84.83 4$.50 0.2$

29.25 3$.5 60 113.03 82.45 0.2$

29.25 3$.5 60 120.20 65.68 0.2$

29.25 143.31 $0.80 0.2$ 38.90 13.52 0.2$

20.25 50 45 0.2$

121.02 92.50 0.2$

11$.89 89.38 0.2$

45 58 205.31 93.54 0.2$

20.25 $5 80 113.39 35.20 0.2$

12$.54 9$.50 0.2$

181.85 155.05 0.2$

12$.54 9$.50 0.2$

15 140.21 $1.51 0.2$

68 4$ $$.2$ 31.20 0.2$

25 20

12.84 8.45


40/178

18.6$5 3$.5 0.2$

18.6$5 3$.5 46.51 10.13 0.2$

18.6$5 84.60 28.15 0.2$

61.53 16.20 0.2$


41/178

T(T)L L()D *PT( GL T(T)L L()D *PT( GL

n DL #round f

$k #k $k #k $k #k

205.45 65.00 205.45 65.00

205.45 65.00 205.45 65.00

25$.45 $5.13 25$.45 $5.13 51.31

246.26 25.45 246.26 25.45 80.20

$8.30 11.68 $8.30 11.68 28.53

35$.35 143.50 35$.35 143.50 118.82

385.55 1$8.45 385.55 1$8.45 104.63

392.$2 161.68 392.$2 161.68 152.42

349.23 82.80 349.23 82.80 135.1539.1$ 13.52 39.1$ 13.52 4$.03

$0.52 45.00 $0.52 45.00 3$.19

121.29 92.50 15$.29 141.25 164.09

- - 91.06 $$.53 184.$9

118.16 89.38 182.0$ 138.13 212.20

403.33 163.54 403.33 163.54 166.26

208.91 115.20 208.91 115.20 109.32

12$.81 9$.50

182.12 155.05

12$.81 9$.50

155.48 $1.51 155.48 $1.51 149.53

145.54 $8.20 199.81 109.40 $1.56

25.00 20.00

12.84 8.45 122.82 101.$3 223.9$


42/178

161.45 5.00 161.45 5.00

20$.95 15.13 20$.95 15.13 5$.38

209.64 33.15 209.64 33.15 100.34

111.80 21.20 111.80 21.20 62.$4


43/178

T(T)L L()D T( GL

loor slab column DL

$k #k $k #k $k )rea of column

0.40 205.85 65.00 15*046.9$

0.40 205.85 65.00 15*046.9$

$.25 0.40 309.16 82.38 21*$52.04

18.89 0.40 326.86 44.34 20*622.30

6.68 0.40 10$.23 18.3$ 6*9$$.$$

19.00 0.40 4$6.5$ 162.50 35*504.06

19.00 0.40 490.58 19$.45 38*223.$1

31.95 0.40 545.54 193.63 41*064.$2

60.42 0.40 484.$8 143.23 34*889.442$.$2 0.40 86.59 41.23 $*101.22

13.85 0.40 108.11 58.85 9*2$5.23

36.32 0.40 321.$8 1$$.5$ 2$*$41.42

56.03 0.40 2$6.25 133.56 22*$66.$6

66.04 0.40 394.6$ 204.16 33*268.60

6$.33 0.40 5$0.00 230.8$ 44*492.90

33.$0 0.40 318.63 148.90 25*9$3.$6

12$.81 9$.50 12*51$.08

182.12 155.05 18*$31.6$

12$.81 9$.50 12*51$.08

60.53 0.40 305.42 132.04 24*303.24

19.$5 0.40 2$1.$6 129.15 22*2$2.81

25.00 20.00 2*500.00

$4.$1 0.40 34$.19 1$6.44 29*090.44


44/178

0.40 161.85 5.00 9*269.19

5.06 0.40 265.$3 20.19 15*884.22

14.0$ 0.40 310.38 4$.22 19*866.9$

8.10 0.40 1$4.94 29.30 11*346.56

14*082.20 5*829.88

0.$1


45/178

column si+e

122.6$

122.6$

14$.49

143.60

83.53

188.43

195.51

202.64

186.$984.2$

96.31

166.56

150.89

182.40

210.93

161.16

111.88

136.86

111.88

155.89

149.24

50.00

1$0.56


46/178

96.28

126.03

140.95

106.52


47/178

Concrete density 25

Finishes 0.8

Panel Dimension 'lab tick

Co/erin# lx ly ly/lx h

mm mm mm mm

Roof slab

9-10-F-E 25 4300 6000 1.40 125

25 2600 6000 2.31 125

25 2600 6000 2.31 125

25 2600 6000 2.31 125

25 2600 6000 2.31 125

9-10-F-E 25 4300 6000 1.40 125

First floor slab

6-$-F-E 25 4300 5000 1.16 150

$-8-F-E 25 4300 5000 1.16 150

8-9-F-E 25 4300 5000 1.16 150

25 2600 5000 1.92 150

25 2600 5000 1.92 150

25 2600 5000 1.92 150

25 5000 5200 1 04 1$5

!"m3

!"m3

9-10-E-D"

9-10-D"-E

9-10-C-D"

9-10-C"-C

6-$-E-D"

$-8-E-D"

8-9-E-D"

6 $ C" D"


48/178

9-10-D1-E 25 2600 6000 2.31 125

9-9(-E-F 25 2$00 4300 1.59 125

Ground floor slab6-$-F-E 25 4300 5000 1.16 150

$-8-F-E 25 4300 5000 1.16 150

8-8(-F-E 25 2$00 4300 1.59 125

8-9-F-% 25 2$00 5000 1.85 125

8(-9-E-F 25 2300 4300 1.8$ 125

9-10-F-% 25 2$00 6000 2.22 1259-10-E-F 25 4300 6000 1.40 150

8-9-D1-E 25 2600 5000 1.92 125

25 2600 2600 1.00 125

25 2600 5000 1.92 125

25 2600 5000 1.92 125

25 5000 5200 1.04 1$525 5000 5200 1.04 1$5

25 5000 5200 1.04 1$5

25 21$5 5200 2.39 125

25 2600 5000 1.92 125

25 2600 5000 1.92 125

9-9'-D"-E

6-$-D"-E

$-8-D"-E

6-$-C"

-D"

$-8-C"-D"

8-9-C"-D"

9-9c-C"-D"

6-$-C-C"

$-8-C"-C


49/178

Load

Finishes 4 (ll Concrete

0.8 3.13 3.93 0.40

0.8 3.13 3.93 0.40

0.8 3.13 3.93 0.40

0.8 3.13 3.93 0.40

0.8 3.13 3.93 0.40

0.8 3.13 3.93 0.40

1.3 3.$5 5.05 5.00

1.3 3.$5 5.05 5.00

1.3 3.$5 5.05 5.00

1.3 3.$5 5.05 5.00

1.3 3.$5 5.05 5.00

1.3 3.$5 5.05 5.00

1 3 4 38 5 68 5 00

ot(l #

)

#

# !"m2 !"m2


50/178

1.00 3.13 4.13 4.00

1.00 3.13 4.13 4.00

1.20 3.$5 4.95 2.00

1.20 3.$5 4.95 2.00

1.20 1.00 3.13 5.33 2.00

1.20 1.30 3.13 5.63 2.00

1.20 3.13 4.33 4.00

1.20 3.13 4.33 2.001.20 3.$5 4.95 4.00

1.20 3.13 4.33 3.50 lo''y (nd oice

1.20 3.13 4.33 4.00

1.20 3.13 4.33 2.00

1.20 3.13 4.33 2.00

1.20 4.38 5.58 4.001.20 4.38 5.58 4.00

1.20 4.38 5.58 4.00

1.20 3.13 4.33 4.00

1.20 3.13 4.33 2.00

1.20 3.13 4.33 2.00


51/178


52/178


53/178

ColumnTOTAL LOAD TO GL

SERVICE LOAD

gk qk

1 &6 210.00 65.00 275.00

2 &$ 210.00 65.00 275.00

3 &8 310.00 85.00 395.00

4 &9 330.00 45.00 375.00

5 &9' 110.00 20.00 130.00

6 B6 575.00 165.00 740.00

$ B$ 505.00 200.00 705.00

8 B8 605.00 215.00 820.00

9 B9 485.00 145.00 630.00

10 B9' 90.00 45.00 135.00

11 B10 110.00 60.00 170.00

12C6 410.00 180.00 590.00

13 C$ 280.00 205.00 485.00

14 C8 405.00 205.00 610.00

15C9 570.00 235.00 805.00


54/178

30 E9 430.00 175.00 605.00

31 E10 185.00 115.00 300.00

32 F6 575.00 165.00 740.00

33F$ 505.00 200.00 705.00

34 F8 605.00 215.00 820.00

35F9 495.00 170.00 665.00

36 F10 250.00 95.00 345.00

3$%6 210.00 65.00 275.00

38 %$ 210.00 65.00 275.00

39%8 310.00 85.00 395.00

40 %9 315.00 50.00 365.00

41 %10 175.00 30.00 205.00


55/178

ULTIMATE LOAD BEARING CAPACITY

385.00 297.00 150 1.41

385.00 297.00 150 1.41

550.00 427.00 150 1.69

515.00 405.00 150 1.64

180.00 140.00 150 0.97

1,025.00 799.00 150 2.31

985.00 761.00 150 2.25

1,140.00 886.00 150 2.43

875.00 680.00 150 2.13

190.00 146.00 150 0.99

240.00 184.00 150 1.11

825.00 637.00 150 2.06

690.00 524.00 150 1.87

855.00 659.00 150 2.10

1,125.00 869.00 150 2.41

EXPECTED TOTALLOAD TO

FOUNDATION

REQUIRED SIZEFOR BASE


56/178

845.00 653.00 150 2.09

425.00 324.00 150 1.47

1,025.00 799.00 150 2.31

985.00 761.00 150 2.25

1,140.00 886.00 150 2.43

925.00 718.00 150 2.19

480.00 373.00 150 1.58

385.00 297.00 150 1.41

385.00 297.00 150 1.41

550.00 427.00 150 1.69

505.00 394.00 150 1.62

285.00 221.00 150 1.21


57/178

HIGHT OF BASE

0.300 16.88 291.88 1.50

0.300 16.88 291.88 1.50

0.350 35.00 430.00 2.00

0.350 35.00 410.00 2.00

0.225 5.63 135.63 1.00

0.450 70.31 810.31 2.50

0.450 70.31 775.31 2.50

0.450 70.31 890.31 2.50

0.450 70.31 700.31 2.50

0.250 6.25 141.25 1.00

0.300 16.88 186.88 1.50

0.450 70.31 660.31 2.50

0.350 35.00 520.00 2.00

0.450 70.31 680.31 2.50

0.450 70.31 875.31 2.50

WEIGHT OF THEBASE

ACTUALTOTAL LOAD

ACTUAL BASESIZE


58/178

0.450 70.31 675.31 2.50

0.300 16.88 316.88 1.50

0.450 70.31 810.31 2.50

0.450 70.31 775.31 2.50

0.450 70.31 890.31 2.50

0.450 70.31 735.31 2.50

0.350 35.00 380.00 2.00

0.300 16.88 291.88 1.50

0.300 16.88 291.88 1.50

0.350 35.00 430.00 2.00

0.350 35.00 400.00 2.00

0.300 16.88 221.88 1.50


59/178

Valu !" # PRELIMINARY CHEC$

129.72 215.84 268 OK F1

129.72 215.84 268 OK F1

107.50 257.97 310 OK F2

102.50 249.63 302 OK F2

135.63 147.58 200 OK F3

129.65 352.17 404 OK F4

124.05 345.23 397 OK F4

142.45 371.40 423 OK F4

112.05 325.38 377 OK F4

141.25 151.62 204 OK F3

83.06 170.41 222 OK F1

105.65 315.95 368 OK F4

130.00 288.95 341 OK F4

108.85 321.64 374 OK F4

140.05 368.95 421 OK F4

ACTUAL BEARINGPRESSURE

108 05 319 76 372 OK F4


60/178

108.05 319.76 372 OK F4

140.83 226.77 279 OK F2

129.65 352.17 404 OK F4

124.05 345.23 397 OK F4

142.45 371.40 423 OK F4

117.65 334.55 387 OK F4

95.00 241.00 293 OK F2

129.72 215.84 268 OK F1

129.72 215.84 268 OK F1

107.50 257.97 310 OK F2

100.00 247.19 299 OK F2

98.61 185.70 238 OK F1

TOTAL LOAD TO GL


61/178

Column

TOTAL LOAD TO GL

SERVICE LOAD ULTIMATE LOADgk qk

1 &6 210.00 65.00 275.00 385.002 &$ 210.00 65.00 275.00 385.00

3 &8 310.00 85.00 395.00 550.00

4 &9 330.00 45.00 375.00 515.00

5 &9' 110.00 20.00 130.00 180.00

6 B6 575.00 165.00 740.00 1,025.00

$ B$ 505.00 200.00 705.00 985.00

8 B8 605.00 215.00 820.00 1,140.00

9 B9 485.00 145.00 630.00 875.00

10 B9' 90.00 45.00 135.00 190.00

11 B10 110.00 60.00 170.00 240.00

12C6 410.00 180.00 590.00 825.00

13 C$ 280.00 205.00 485.00 690.00

14 C8 405.00 205.00 610.00 855.00

15C9 570.00 235.00 805.00 1,125.00

16 C10 320.00 150.00 470.00 660.00

1$ 9C2 310.00 135.00 445.00 625.00

18 10C2 275.00 130.00 405.00 570.00

19 11C2 25.00 20.00 45.00 65.00

38 %$ 210.00 65.00 275.00 385.00


62/178

38 %$ 210.00 65.00 275.00 385.00

39%8 310.00 85.00 395.00 550.00

40 %9 315.00 50.00 365.00 505.00

41 %10 175.00 30.00 205.00 285.00

%a& &'(


63/178

%a& &'(

L B H

1.50 1.50 0.300 16.88 291.88 129.721.50 1.50 0.300 16.88 291.88 129.72

2.00 2.00 0.350 35.00 430.00 107.50

2.00 2.00 0.350 35.00 410.00 102.50

1.00 1.00 0.225 5.63 135.63 135.63

2.50 2.50 0.450 70.31 810.31 129.65

2.50 2.50 0.450 70.31 775.31 124.05

2.50 2.50 0.450 70.31 890.31 142.45

2.50 2.50 0.450 70.31 700.31 112.05

1.00 1.00 0.225 5.63 140.63 140.63

1.50 1.50 0.300 16.88 186.88 83.06

2.50 2.50 0.450 70.31 660.31 105.65

2.00 2.00 0.350 35.00 520.00 130.00

2.50 2.50 0.450 70.31 680.31 108.852.50 2.50 0.450 70.31 875.31 140.05

2.00 2.00 0.350 35.00 505.00 126.25

2.00 2.00 0.350 35.00 480.00 120.00

2.00 2.00 0.350 35.00 440.00 110.00

0.60 0.60 0.200 1.80 46.80 130.00

W'g)* !" *)%a&

A+*ual *!*all!a#

Ba,'-g.,&&u,

1.50 1.50 0.300 16.88 291.88 129.72


64/178

2.00 2.00 0.350 35.00 430.00 107.50

2.00 2.00 0.350 35.00 400.00 100.00

1.50 1.50 0.300 16.88 221.88 98.61


65/178

C!/,

#'a0 O" ,1"

50 171.11 46.20 10.00 235.00 245.0050 171.11 46.20 10.00 235.00 245.00

50 137.50 99.34 10.00 285.00 295.00

50 128.75 93.02 10.00 285.00 295.00

50 180.00 11.03 10.00 160.00 170.00

50 164.00 248.05 10.00 385.00 395.00

50 157.60 238.37 10.00 385.00 395.00

50 182.40 275.88 10.00 385.00 395.00

50 140.00 211.75 10.00 385.00 395.00

50 190.00 11.64 10.00 160.00 170.00

50 106.67 28.80 10.00 235.00 245.00

50 132.00 199.65 10.00 385.00 395.00

50 172.50 124.63 10.00 285.00 295.00

50 136.80 206.91 10.00 385.00 395.0050 180.00 272.25 10.00 385.00 395.00

50 165.00 119.21 10.00 285.00 295.00

50 156.25 112.89 10.00 285.00 295.00

50 142.50 102.96 10.00 285.00 295.00

50 180.56 1.22 10.00 135.00 145.00

Ul*'2a*%a,'-g.,&&u,

C,'*'+al M 3"a+

#2'-

#a/g

50 171.11 46.20 10.00 235.00 245.00


66/178

50 137.50 99.34 10.00 285.00 295.00

50 126.25 91.22 10.00 285.00 295.00

50 126.67 34.20 10.00 235.00 245.00


67/178

(4056# (

0.0223 230.28 223.25 223.250.0223 230.28 223.25 223.25

0.0245 278.71 270.75 270.75

0.0229 279.12 270.75 270.75

0.0172 157.53 152.00 152.00

0.0268 375.68 365.75 365.75

0.0257 376.06 365.75 365.75

0.0298 374.61 365.75 365.75

0.0229 377.08 365.75 365.75

0.0182 157.39 152.00 152.00

0.0139 232.08 223.25 223.25

0.0216 377.54 365.75 365.75

0.0307 277.07 270.75 270.75

0.0223 377.26 365.75 365.750.0294 374.75 365.75 365.75

0.0294 277.42 270.75 270.75

0.0278 277.83 270.75 270.75

0.0254 278.48 270.75 270.75

0.0045 134.47 128.25 128.25

k4 M1BD7FC$

(4 #8906:8076;k1


68/178

0.0245 278.71 270.75 270.75

0.0225 279.24 270.75 270.75

0.0165 231.53 223.25 223.25

at d


69/178

$

475.73 1.51 93.68 1.92475.73 1.51 93.68 1.92

843.50 1.73 155.38 1.84

789.82 1.73 145.49 1.84

166.74 1.17 34.20 2.12

1,559.07 2.18 293.15 1.72

1,498.23 2.18 281.71 1.72

1,733.99 2.18 326.04 1.72

1,330.91 2.18 250.25 1.72

176.01 1.17 36.10 2.12

296.56 1.51 58.40 1.92

1,254.86 2.18 235.95 1.72

1,058.20 1.73 194.93 1.84

1,300.49 2.18 244.53 1.721,711.17 2.18 321.75 1.72

1,012.19 1.73 186.45 1.84

958.52 1.73 176.56 1.84

874.17 1.73 161.03 1.84

21.85 1.06 1.63 2.22

A&4M180"

k(?


70/178

843.50 1.73 155.38 1.84

774.48 1.73 142.66 1.84

352.16 1.51 69.35 1.92


71/178

0.46650 0.120.46650 0.12

0.43597 0.12

0.43597 0.12

0.53943 0.12

0.39502 0.12

0.39502 0.12

0.39502 0.12

0.39502 0.12

0.53943 0.12

0.46650 0.12

0.39502 0.12

0.43597 0.12

0.39502 0.120.39502 0.12

0.43597 0.12

0.43597 0.12

0.43597 0.12

0.57774 0.12

VRDCnd san 0.075 5.92

4.50 2.00 9.08 o/t

>nd suo/t 0.04 2.65

0.086 5.69

>nd san 0.075 4.96

4.50 2.50 9.83 o/t

0.063 4.18

Cnte/io/ san 0.063 4.18

Denutimatesuo/t

Denutimatesuo/t

Cnte/io/suo/t

Desi#nmoment


139/178

!m"m

3.97

2.91

2.91

2.91

2.91

2.91

2.91

6.78

4.97

4.97


140/178

6.78

5.92

2.65

5.69

4.96

4.18

4.18

'ear Force Calculation

(nel ye o (nel

Dimension l(' thic. Eecti/e deth Desi#n (ctions he(r F

lx ly ly"lx h Direction +oc(tion : e;

mm mm mm mm mm mm

dshort

dlon#

#

)

n1.35#

:1.5)

;

!"m2 !"m2 !"m2


141/178

mm mm mm mm mm mm

Roof slab

9-10-F-E 4300 6000 1.40 125 95 85 4.50 0.50 6.83 hort nterior Ed#e 1700

First floor slab

6-$-F-E 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700

$-8-F-E 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700

8-9-F-E nterior (nel 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700

6-$-E-D1 nterior (nel 2600 5000 1.92 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 2400

!"m !"m !"m


142/178

6-$-C2-D1 nterior (nel 5000 5200 1.04 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 200

$-8-C2-D1 nterior (nel 5000 5200 1.04 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 200

8-9-C2-D1 nterior (nel 5000 5200 1.04 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 200


143/178

6-$-C-C2 nterior (nel 2600 5000 1.92 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 2400

$-8-C-C2 nterior (nel 2600 5000 1.92 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 2400

8-9-C-C2 nterior (nel 2600 5000 1.92 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 2400

6-$-B-C 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700

$-8-B-C 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700

8-9-B-C nterior (nel 4300 5000 1.16 150 120 110 5.00 5.00 14.25 hort Con. Ed#e 700


144/178

9-9(-B-C 2$00 4300 1.59 125 95 85 4.20 4.00 11.6$ hort Con. Ed#e 1600

9-9(-E-F 2$00 4300 1.59 125 95 85 4.20 4.00 11.6$ hort Con. Ed#e 1600


145/178

8-8(-F-E nterior (nel 2$00 4300 1.59 125 95 85 5.50 2.00 10.43 hort Con. Ed#e 1600

8-9-F-% 2$00 5000 1.85 125 95 85 5.$0 2.00 10.$0 hort Con. Ed#e 2300

8(-9-E-F nterior (nel 2300 4300 1.8$ 125 95 85 4.50 4.00 12.08 hort Con. Ed#e 2000

9-10-E-F 4300 6000 1.40 150 120 110 4.50 4.00 12.08 hort Con. Ed#e 1700

8-9-D1-E nterior (nel 2600 5000 1.92 125 95 85 4.50 3.50 11.33 hort Con. Ed#e 2400

9-9(-D1-E 2600 2600 1.00 125 95 85 4.50 4.00 12.08 hort Con. Ed#e 1

o (d=(cent(d#es

discontin,o,s


146/178

$-8-C2-D1 nterior (nel 5000 5200 1.04 150 120 110 6.00 4.00 14.10 hort Con. Ed#e 200

8-9-C2-D1 nterior (nel 5000 5200 1.04 150 120 110 6.00 4.00 14.10 hort Con. Ed#e 200

9-10-C2-D1 5200 6000 1.15 150 120 110 4.50 4.00 12.08 hort Con. Ed#e 800

6-$-C-C2 nterior (nel 2600 5000 1.92 125 95 85 4.50 2.00 9.08 hort Con. Ed#e 2400

$-8-C-C2 nterior (nel 2600 5000 1.92 125 95 85 4.50 2.00 9.08 hort Con. Ed#e 2400


147/178

8-9-C-C2 nterior (nel 2600 5000 1.92 125 95 85 4.50 3.50 11.33 hort Con. Ed#e 2400

8-8(-B-C nterior (nel 2$00 4300 1.59 125 95 85 6.00 2.00 11.10 hort Con. Ed#e 1600

8-8(-&-B 2$00 2$00 1.00 125 95 85 4.50 2.00 9.08 hort Con. Ed#e 0

8(-9-&-B 2300 2$00 1.1$ 125 95 85 6.00 4.00 14.10 hort Con. Ed#e 400

8(-9-B-C nterior (nel 2300 4300 1.8$ 125 95 85 6.00 4.00 14.10 hort Con. Ed#e 2000

9-10-B-C 4300 6000 1.40 150 120 110 4.50 4.00 12.08 hort Con. Ed#e 1700

o (d=(cent(d#es

discontin,o,s


148/178

e

!"m

Critic(l he(rForce

Desi#n she(rstress

!m"mm2


149/178

2$.44 0.29

23.59 0.20

23.59 0.20

21.45 0.18

44.46 0.3$

44.46 0.3$

44.46 0.3$


150/178

$.13 0.06

$.13 0.06

$.13 0.06


151/178

44.46 0.3$

44.46 0.3$

44.46 0.3$

23.59 0.20

23.59 0.20

21.45 0.18

39.86 0.42

39.86 0.42

10.40 0.11


152/178

2$.$3 0.29

2$.$3 0.29

16.14 0.13

16.14 0.13

22.52 0.24


153/178

36.53 0.38

2$.$$ 0.29

48.55 0.40

35.33 0.3$

0.02 0.00

28.31 0.30

28.31 0.30

$.05 0.06


154/178

$.05 0.06

$.05 0.06

2$.63 0.23

28.31 0.30

28.31 0.30


155/178

35.33 0.3$

23.98 0.25

0.01 0.00

$.13 0.08

32.43 0.34

48.55 0.40

10.$6 0.11

16.14 0.13

16.14 0.13


156/178

'ear Force Calculation

(nel

Dimension l(' thic. Eecti/e deth Desi#n (ctions

lx ly ly"lx h Direction +oc(tion

mm mm mm mm mm

Roof slab

ye o(nel

dshort

dlon#

#

)

n 1.35#:1.5)

;

!"m2 !"m2 !"m2

Cnte/io/


157/178

9-10-E-D1 25 2600 6000 2.31 125 95 85 4.50 0.50 6.83 o/t

9-10-D1-D 25 2600 6000 2.31 125 95 85 4.50 0.50 6.83 o/t

9-10-C2-D 25 2600 6000 2.31 125 95 85 4.50 0.50 6.83 o/t

9-10-C2-C 25 2600 6000 2.31 125 95 85 4.50 0.50 6.83 o/t

First floor slab

9-10-%-F 25 2$00 6000 2.22 125 95 85 4.20 4.00 11.67 o/t >nd suo/t

9-10-C-C2 25 2600 6000 2.31 125 95 85 4.20 4.00 11.67 o/t

>nd suo/t

suo/t

Denutimatesuo/t

Cnte/io/suo/t

Cnte/io/

suo/t

Denutimatesuo/t

Cnte/io/suo/t

Denutimatesuo/t

9-10-C2-D 25 2600 6000 2.31 125 95 85 4.20 4.00 11.67 o/t

9-10-D-D1 25 2600 6000 2.31 125 95 85 4.20 4.00 11.67 o/t

9-10-D1-E 25 2600 6000 2.31 125 95 85 4.20 4.00 11.67 o/t

>nd suo/t

Denutimate

suo/t

Cnte/io/suo/t

Denutimatesuo/t

Cnte/io/suo/t

Denutimatesuo/t


158/178

Ground floor slab

9-10-F-% 25 2$00 6000 2.22 125 95 85 4.50 2.00 9.08 o/t

>nd suo/t

9-10-C-C2 25 2600 6000 2.31 125 95 85 4.50 2.50 9.83 o/t

Denutimatesuo/t

Cnte/io/suo/t

he(r

he(r Force

7/

!

0.5 8.87 0.09

he(r Forcecoeicient

Desi#n she(rstress

?ED> 7?nlx

!"mm2


159/178

0.6 10.65 0.11

0.5 8.87 0.09

0.5 8.87 0.09

0.6 10.65 0.11

0.5 8.87 0.09

0.4 12.60 0.13

0.4 12.14 0.13

0.6 18.21 0.19

0.6 18.21 0.19

0.5 15.17 0.16

0.6 18.21 0.19

0.5 15.17 0.16

0.6 18.21 0.19

0.5 15.17 0.16


160/178

0.4 9.80 0.10

0.6 14.70 0.15

0.5 12.77 0.13

Reinforcement Calculation- Deflection ceck and 'ear Ceck

(nel

Dimension

l(' thic.

Eecti/e deth Desi#n (ctions @"F Di(. Co/er to @"F

Direction

+oc(tion

lx ly ly"lx

h 7s

mm mm mm mm mm mm mm

First floor slab

dshort

dlon#

#

)

n1.35#

:1.5)

;

Bendinomen

coeicie

!"m2 !"m2 !"m2


161/178

6-$-F-E 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.052

id (n 0.040

+on#Con. Ed#e 0.03$

id (n 0.028

$-8-F-E 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.052

id (n 0.040

+on#Con. Ed#e 0.03$

id (n 0.028

8-9-F-E 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.040

id (n 0.030

+on#Con. Ed#e 0.032

id (n 0.024

6-$-E-D1 2600 5000 1.92 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.062

id (n 0.04$

+on#Con. Ed#e

0.032id (n 0.024

$-8-E-D1 2600 5000 1.92 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.062

id (n 0.04$

+on#Con. Ed#e 0.032

id (n 0.024

id (n 0.024

6-$-C-C2 2600 5000 1.92 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.062

id (n 0.04$

+on#Con. Ed#e 0.032

id (n 0.024

$-8-C-C2 2600 5000 1.92 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.062

id (n 0.04$

+on#Con. Ed#e 0.032

id (n 0.024

8-9-C-C2 2600 5000 1.92 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.062

id (n0.04$

+on#Con. Ed#e 0.032

id (n 0.024


162/178

0 0

6-$-B-C 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.052

id (n 0.040

+on#Con. Ed#e 0.03$

id (n 0.028

$-8-B-C 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.052

id (n 0.040

+on#Con. Ed#e 0.03$

id (n 0.028

8-9-B-C 4300 5000 1.16 150 120 110 5.00 5.00 14.25 10 25

hortCon. Ed#e 0.040

id (n 0.030

+on#Con. Ed#e

0.032id (n 0.024

hortCon. Ed#e 0.090


163/178

8-9-%-F 2$00 5000 1.85 125 95 85 4.20 4.00 11.6$ 10 25

hortid (n 0.06$

+on#Con. Ed#e 0.045

id (n 0.034

8-9-&-B 2$00 5000 1.85 125 95 85 4.20 4.00 11.6$ 10 25

hortCon. Ed#e 0.090

id (n 0.06$

+on#Con. Ed#e 0.045

id (n 0.034

9-9'-&-B 2$00 3300 1.22 125 95 85 4.20 4.00 11.6$ 10 25

hortCon. Ed#e 0.064

id (n 0.04$

+on#Con. Ed#e 0.045

id (n 0.034

9-9(-B-C 2$00 4300 1.59 125 95 85 4.20 4.00 11.6$ 10 25

hortCon. Ed#e 0.0$6

id (n 0.05$

+on#Con. Ed#e 0.03$

id (n0.028

9-9(-E-F 2$00 4300 1.59 125 95 85 4.20 4.00 11.6$ 10 25

hortCon. Ed#e 0.0$6

id (n 0.05$

+on#Con. Ed#e 0.03$

id (n 0.028

9-10-%-F 2$00 6000 125 10 25 o/t >nd san

9-10-D-D1 2600 6000 125 10 25 o/t

Cnte/io/ san

9-10-D1-E 2600 6000 125 10 25 o/t

>nd san

Denutimatesuo/t

Cnte/io/suo/t

Denutimatesuo/t


164/178


165/178


166/178

@einorcement C(lc,l(tion

>d0.5:0.25-"1.134;0.5; 0.95d +e/er (rm &s*re) inim,m r" (re( !o.o '(rs (cin#

mm mm mm

115 83 114 00 114 00 2$6 29 162 2 156 00 156 00 3 52 284 21 250

(x.s(cin

mm2 mm2 mm2 mm2


167/178

115.83 114.00 114.00 2$6.29 162.2 156.00 156.00 3.52 284.21 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

106.$8 104.50 104.50 214.46 148.$ 143.00 143.00 2.$3 366.15 250

10$.58 104.50 104.50 162.29 148.$ 143.00 143.00 2.0$ 483.84 250

115.83 114.00 114.00 2$6.29 162.2 156.00 156.00 3.52 284.21 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

106.$8 104.50 104.50 214.46 148.$ 143.00 143.00 2.$3 366.15 25010$.58 104.50 104.50 162.29 148.$ 143.00 143.00 2.0$ 483.84 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

11$.63 114.00 114.00 159.40 162.2 156.00 156.00 2.03 492.64 250

10$.23 104.50 104.50 185.48 148.$ 143.00 143.00 2.36 423.36 250

10$.93 104.50 104.50 139.11 148.$ 143.00 143.00 1.$$ 564.48 250

118.22 114.00 114.00 120.44 162.2 156.00 156.00 1.53 652.00 250

118.65 114.00 114.00 91.30 162.2 156.00 156.00 1.16 860.09 250

109.00 104.50 104.50 6$.81 148.$ 143.00 143.00 0.86 1*15$.98 250

109.25 104.50 104.50 50.86 148.$ 143.00 143.00 0.65 1*543.98 250

118.22 114.00 114.00 120.44 162.2 156.00 156.00 1.53 652.00 250

118.65 114.00 114.00 91.30 162.2 156.00 156.00 1.16 860.09 250

109.00 104.50 104.50 6$.81 148.$ 143.00 143.00 0.86 1*15$.98 250

109.25 104.50 104.50 50.86 148.$ 143.00 143.00 0.65 1*543.98 250

10$.19 104.50 104.50 188.09 148.$ 143.00 143.00 2.40 41$.49 250

118.22 114.00 114.00 120.44 162.2 156.00 156.00 1.53 652.00 250

118.65 114.00 114.00 91.30 162.2 156.00 156.00 1.16 860.09 250

109.00 104.50 104.50 6$.81 148.$ 143.00 143.00 0.86 1*15$.98 250

109.25 104.50 104.50 50.86 148.$ 143.00 143.00 0.65 1*543.98 250

118.22 114.00 114.00 120.44 162.2 156.00 156.00 1.53 652.00 250

118.65 114.00 114.00 91.30 162.2 156.00 156.00 1.16 860.09 250

109.00 104.50 104.50 6$.81 148.$ 143.00 143.00 0.86 1*15$.98 250

109.25 104.50 104.50 50.86 148.$ 143.00 143.00 0.65 1*543.98 250

118.22 114.00 114.00 120.44 162.2 156.00 156.00 1.53 652.00 250

118.65 114.00 114.00 91.30 162.2 156.00 156.00 1.16 860.09 250

109.00 104.50 104.50 6$.81 148.$ 143.00 143.00 0.86 1*15$.98 250

109.25 104.50 104.50 50.86 148.$ 143.00 143.00 0.65 1*543.98 250


168/178

115.83 114.00 114.00 2$6.29 162.2 156.00 156.00 3.52 284.21 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

106.$8 104.50 104.50 214.46 148.$ 143.00 143.00 2.$3 366.15 250

10$.58 104.50 104.50 162.29 148.$ 143.00 143.00 2.0$ 483.84 250

115.83 114.00 114.00 2$6.29 162.2 156.00 156.00 3.52 284.21 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

106.$8 104.50 104.50 214.46 148.$ 143.00 143.00 2.$3 366.15 250

10$.58 104.50 104.50 162.29 148.$ 143.00 143.00 2.0$ 483.84 250

116.82 114.00 114.00 212.53 162.2 156.00 156.00 2.$1 369.48 250

11$.63 114.00 114.00 159.40 162.2 156.00 156.00 2.03 492.64 250

10$.23 104.50 104.50 185.48 148.$ 143.00 143.00 2.36 423.36 250

10$.93 104.50 104.50 139.11 148.$ 143.00 143.00 1.$$ 564.48 250

92.0$ 90.25 90.25 195.03 128.4 123.50 123.50 2.48 402.63 250

92 83 90 25 90 25 145 19 128 4 123 50 123 50 1 85 540 84 250


169/178

92.83 90.25 90.25 145.19 128.4 123.50 123.50 1.85 540.84 250

83.38 80.$5 80.$5 108.99 114.9 110.50 110.50 1.39 $20.49 250

83.$8 80.$5 80.$5 82.35 114.9 110.50 110.50 1.05 953.59 250

92.0$ 90.25 90.25 195.03 128.4 123.50 123.50 2.48 402.63 250

92.83 90.25 90.25 145.19 128.4 123.50 123.50 1.85 540.84 250

83.38 80.$5 80.$5 108.99 114.9 110.50 110.50 1.39 $20.49 250

83.$8 80.$5 80.$5 82.35 114.9 110.50 110.50 1.05 953.59 250

92.93 90.25 90.25 138.69 128.4 123.50 123.50 1.$$ 566.20 250

93.49 90.25 90.25 101.85 128.4 123.50 123.50 1.30 $$0.99 250

83.38 80.$5 80.$5 108.99 114.9 110.50 110.50 1.39 $20.49 250

83.$8 80.$5 80.$5 82.35 114.9 110.50 110.50 1.05 953.59 250

92.54 90.25 90.25 164.69 128.4 123.50 123.50 2.10 4$6.80 250

93.16 90.25 90.25 123.52 128.4 123.50 123.50 1.5$ 635.$3 250

83.6$ 80.$5 80.$5 89.61 114.9 110.50 110.50 1.14 8$6.2$ 250

84.00 80.$5 80.$5 6$.81 114.9 110.50 110.50 0.86 1*15$.93 250

92.54 90.25 90.25 164.69 128.4 123.50 123.50 2.10 4$6.80 250

93.16 90.25 90.25 123.52 128.4 123.50 123.50 1.5$ 635.$3 250

83.6$ 80.$5 80.$5 89.61 114.9 110.50 110.50 1.14 8$6.2$ 250

84.00 80.$5 80.$5 6$.81 114.9 110.50 110.50 0.86 1*15$.93 250


170/178


171/178


172/178

Chec or he(r

l"d;(ll

Direction

+oc(tion

n

!"m

delectionchec

he(rorce

@esist(nce she(rorce

Desi#n she(rstress

?Ed

?@DC

!"m2

!m"mm2

!m"mm2


173/178

80.69 o hort Con. Ed#e 14.25 35.625 59.40 o

80.69 o hort Con. Ed#e 14.25 35.625 59.40 o

94.50 o hort Con. Ed#e 14.25 30.63$5 59.40 o

94.50 o hort Con. Ed#e 14.25 18.525 59.40 o

94.50 o hort Con. Ed#e 14.25 18.525 59.40 o

94.50 o hort Con. Ed#e 14.25 18.525 59.40 o

94.50 o hort Con. Ed#e 14.25 18.525 59.40 o

94.50 o hort Con. Ed#e 14.25 35.625 59.40 o


174/178

80.69 o hort Con. Ed#e 14.25 30.63$5 59.40 o

80.69 o hort Con. Ed#e 14.25 30.63$5 59.40 o

94.50 o hort Con. Ed#e 14.25 30.63$5 59.40 o

81 90 o hort Con Ed#e 11 6$ 19 68$29 4$ 02 o


175/178

81.90 o hort Con. Ed#e 11.6$ 19.68$29 4$.02 o

81.90 o hort Con. Ed#e 11.6$ 29.1$5 4$.02 o

81.90 o hort Con. Ed#e 11.6$ 29.1$5 4$.02 o

81.90 o hort Con. Ed#e 11.6$ 29.1$5 4$.02 o

81.90 o hort Con. Ed#e 11.6$ 29.1$5 4$.02 o


176/178


177/178


178/178

Documents

Total Loads M