Calcul plansee monolite

7/26/2019 Calcul plansee monolite

http://slidepdf.com/reader/full/calcul-plansee-monolite 1/55

11 E = 3,000,000

15 cm

q = 2

1.2500 1.25

0.0369

0.0357

5.00 m 0.013

0.014

0.0901

0.0496

4.00 m

Momente pozitive in camp :

la centru : 1.14 tm

0.65 tm

pe axa placii paralela cu y :

0.70 tm

Momente maxime negative pe reazem :

0 . 7

0

2.88 tm

2.48 tm

t/m2

placa

=

t/m2

!=ly/l

x =

"0 =

"1 =

ly= "

2 = #

x $

"3 = #

x$

"4 =

"5 =

lx= #

y$

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="3%q%l

y2 =

#x$ = & "

4%q%l

x2 =

#y$ = & "

5%q%l

y2 =

=



Sageata la centru :

0.117 mm 2.88 1.14

2 . 4

8

10 E = 3,000,000

13 cm

q = 1.1

1.5075 1.55

0.02970.0388

5.05 m 0.0027

0.0059

0.082

3.35 m

# y

' = "0%q%l

x2 / E%3 = #

x $ = #

x =

# y

$ =

t/m2

placa

=

t/m2

!=ly/l

x =

"0 ="

1 =

ly= "

2 = #

x $

"3 = #

x$

"4 =

lx=




la centru : 0.48 tm

0.08 tm


0.17 tm


0 . 1

7

1.01 tm

0.00 tm

Sageata la centru :

0.056 mm 1.01 0.48

12 E = 1,550,000

15 cm

q = 1.6

1.2286 1.30

0.0329

0.0314

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="3%q%l

y2 =

#x$ = & "

4%q%l

x2 =

#y$ = & "5%q%ly2 =

# y

=

' = "0%q%l

x2 / E%3 = #

x $ = #

x =

t/m2

placa

= #y$ $

t/m2

!=ly/l

x =

"0 =

"1 =



6.450 m 0.0126

0.0820

0.0445

5.250 m

2 . 9

6


la centru : 1.38 tm

0.84 tm


0 . 8

4

3.62 tm

2.96 tm

Sageata la centru :

0.277 mm 3.62 1.38

2 . 9

6

ly= "

2 = #

x $

"3 = #

x$

"4 =

lx= #

y$

# y

$ =

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#x$ = & "

3%q%l

x2 =

#y$ = & "

4%q%l

y2 =

# y

=

' = "0%q%l

x2 / E%3 = #

x $ = #

x =

# y

$ =



E = 3,000,000

15 cm

q = 1.19

1.3395 1.40

0.0371

0.0357

5.425 m 0.0101

0.0893

0.0392

4.050 m


la centru : 0.70 tm

0.35 tm


0 . 3

5

1.74 tm

1.37 tm

Sageata la centru :

0.072 mm 1.74 0.70

7

t/m2

placa

=

t/m2

!=ly/l

x =

"0 =

"1 =

ly= "2 = #x $

"3 = #

x$

"4 =

lx= #

y$

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#x$ = & "

3%q%l

x2 =

#y$ = & "

4%q%l

y2 =

# y

=

' = "0%q%l

x2 / E%3 = #

x $ = #

x =



1 .

13 E = 1,500,000

15 cm

q = 1.6

1.2286 1.25

0.0219

0.0270

6.450 m 0.0092

0.0092

0.0671

0.0362

5.250 m

2 . 4

1


la centru : 1.19 tm

0.61 tm


0.61 tm

Momente maxime negative pe reazem : 1

# y

$ =

t/m2

placa

= #y$ $

t/m2

!=ly/l

x =

"0 =

"1 =

ly= "

2 = #

x $

"3 = #

x$

"4 =

"5 =

lx= #

y$

# y

$ =

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="3%q%l

y2 =



2.96 tm 0 . 6

2.41 tm

Sageata la centru :

0.191 mm 2.96 1.19

2 . 4

1

19 E = 3,000,000

13 cm

q = 1.23

( ) 1.5581 1.56

0.0055

0.0061

3.350 m 0.0377

0.0022

0.0419

aly 0.0041

a = 0.28

0.08

2.150 m 0.0842

0.0253

#x$ = & "

4%q%l

x2 =

#y$ = & "

5%q%l

y2 =

# y =

' = "0%q%l

x2 / E%3 = #

x $ = #

x =

# y

$ =

t/m2

placa

=

t/m2

!=ly/l

x =

"0 =

"0$ =

ly= "

1 = #

x $

"2 = #

x$

"3 =

"4=

"5 =

lx= "

6 = #

y$

"7 =




la centru : 0.21 tm

0.03 tm

pe axa placii paralela cu y , la *i+tanta y=aly : aly = 0.94 m

0.06 tm

Momentul pozitiv la mijlocul laturii libere CD : 0 . 0 6

Momente negative pe reazem :la mil-cul laturil-r inca+trate ( +i ) :

0.45 tm 0.45 0.21

la c-lturile ) +i ( :

0.48 tm

la mil-cul laturii inca+trate :

0.35 tm

0 . 3

5

Sageata :la centru :

0.005 mm

la mil-cul laturii liere :

0.005 mm

8 E = 3,000,000

25 cm

q = 2.7

( ) 1.4504 1.45

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="4%q%l

y2 =

#x0 ="

3%q%l

x2 =

# y

=

#x$ = & "

5%q%l

x2 = #

x $ = #

x =

#x)

$ =#x(

$ = & "6%q%l

x2 =

#y$ = & "

7%q%l

y2 =

# y

$ =

' = "0%q%l

x2 / E%3 =

' = "0$%q%lx2 / E%3=

t/m2

placa

=

t/m2

!=ly/l

x =



0.0927

0.073

3.800 m 0.0124

0.0128

2.620 m


la centru : 1.35 tm

0.48 tm


0.50 tm

0 . 5

0

Sageata :la centru :

0.037 mm

1.35

"0 =

"1 =

ly= "

2 =

"3 = #

x$

lx=

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="3%q%l

y2 =

# y

=

' = "0%q%lx2 / E%3 =

#x =



9 E = 3,000,000

13 cm

q = 1.23( ) 1.5075 1.51

0.0773

0.0602

5.050 m 0.0131

0.0138

0.0499

3.350 m


la centru : 0.83 tm

0.41 tm


0.43 tm

Momentul maxim negativ pe reazem ( la mijlocul laturii incatrate ! :

0 . 4

3

1.57 tm

t/m2

placa

=

t/m2

!=ly/l

x =

"0 =

"1 =

ly= "

2 =

"3 = #

x$

"4=

lx= #

y$

#x ="

1%q%l

x2 =

#y ="

2%q%l

y2 =

#y,max

="3%q%l

y2 =

#y$ = & "

4%q%l

y2 =

=



Sageata :

la centru : 0.83

0.162 mm

1 . 5

7

# y

#x =

' = "0%q%l

x2 / E%3 =

# y $

=



150 mm

= 1000 mm

c= 15 c25

a= 300 ) 52

C"M# $%$"'D) * $"'D) **

x +mm,

1.09 5.9 295 0.91 5.3 263 1.54

8 mm

c = 20 mm ac-perirea cu et-n pana la armatura c =

150 mm

$"'D) * $"'D) ** C

24 mm 32 mm

126 mm 118 mm

. 8 1/ . 8 1/ .33/ 33/

placa

=

/mm2

/mm2

M+tm,

anec

+mm2,

M+tm,

x+mm,

anec

+mm2,

M+tm,

c-n+tr.

= c-n+tr.

=

pl =

pl =

ax = a

y = a

x =

0x

= 0y

= 0x

=

"ae mm2 "

ae mm2 "

ae



10 10 6.667 10 10 6.667 10

15 6.667 15 6.667 15

20 5 20 5 20



&%M

8.6 429

12 mm

20 mm

150 mm

)"$%-&*

26 mm

124 mm

10 20393

x+mm,

anec

+mm2,

mm2



10 5

6.667

5



C")C) MM%'- C"#"4*) "$M"$% #)"C"

ei+tenta E 4350 *a/cmp

ei+tenta E 233 *a/cmp )16/20;

p < p <mm/cm cmp cm cm a*im. tm cmp cm cm a*im.

8510

5.03 0.18 30 28 0.034 67020 5.03 0.19 30 27 0.035

5.03 0.17 31 29 0.032 67238 5.03 0.18 31 28 0.034

5.03 0.17 32 30 0.031 67/ 5.03 0.17 32 29 0.032

5.03 0.16 33 31 0.030 6766 5.03 0.17 33 30 0.031

5.03 0.16 34 32 0.029 6789 5.03 0.16 34 31 0.030

5.03 0.15 35 33 0.028 7113 5.03 0.16 35 32 0.029

5.03 0.15 36 34 0.028 7331 5.03 0.15 36 33 0.028

5.03 0.14 37 35 0.027 7//0 5.03 0.15 37 34 0.028

5.03 0.14 38 36 0.026 769 5.03 0.14 38 35 0.027

5.03 0.14 39 37 0.025 798 5.03 0.14 39 36 0.026

5.03 0.13 40 38 0.025 87206 5.03 0.14 40 37 0.025

10510

7.88 0.28 30 28 0.053 973 7.88 0.29 30 27 0.054

7.88 0.27 31 29 0.051 9768 7.88 0.28 31 28 0.053

7.88 0.26 32 30 0.049 107029 7.88 0.27 32 29 0.051

7.88 0.25 33 31 0.047 10732 7.88 0.26 33 30 0.049

7.88 0.25 34 32 0.046 1071/ 7.88 0.25 34 31 0.047

7.88 0.24 35 33 0.045 1170/8 7.88 0.25 35 32 0.046

7.88 0.23 36 34 0.043 11700 7.88 0.24 36 33 0.045

7.88 0.23 37 35 0.042 1173 7.88 0.23 37 34 0.043

7.88 0.22 38 36 0.041 127086 7.88 0.23 38 35 0.042

7.88 0.21 39 37 0.040 12728 7.88 0.22 39 36 0.0417.88 0.21 40 38 0.039 1271 7.88 0.21 40 37 0.040

12510

11.31 0.40 30 28 0.075 1372// 11.31 0.42 30 27 0.078

11.31 0.39 31 29 0.073 137 11.31 0.40 31 28 0.075

11.31 0.38 32 30 0.070 17239 11.31 0.39 32 29 0.073

11.31 0.36 33 31 0.068 1731 11.31 0.38 33 30 0.070

11.31 0.35 34 32 0.066 1/7223 11.31 0.36 34 31 0.068

11.31 0.34 35 33 0.064 1/71/ 11.31 0.35 35 32 0.066

11.31 0.33 36 34 0.062 16720 11.31 0.34 36 33 0.064

11.31 0.32 37 35 0.060 167699 11.31 0.33 37 34 0.062

11.31 0.31 38 36 0.059 17191 11.31 0.32 38 35 0.060

11.31 0.31 39 37 0.057 17683 11.31 0.31 39 36 0.059

11.31 0.30 40 38 0.056 1871/ 11.31 0.31 40 37 0.057

851/

3.35 0.12 30 28 0.022 7036 3.35 0.12 30 27 0.023

3.35 0.12 31 29 0.022 7182 3.35 0.12 31 28 0.022

3.35 0.11 32 30 0.021 732 3.35 0.12 32 29 0.022

3.35 0.11 33 31 0.020 73 3.35 0.11 33 30 0.021

3.35 0.10 34 32 0.020 7619 3.35 0.11 34 31 0.020

3.35 0.10 35 33 0.019 76/ 3.35 0.10 35 32 0.020

3.35 0.10 36 34 0.018 7910 3.35 0.10 36 33 0.019

3.35 0.10 37 35 0.018 /70/6 3.35 0.10 37 34 0.018

3.35 0.09 38 36 0.017 /7202 3.35 0.10 38 35 0.018

3.35 0.09 39 37 0.017 /738 3.35 0.09 39 36 0.017

3.35 0.09 40 38 0.016 /793 3.35 0.09 40 37 0.0175.25 0.19 30 28 0.035 6728/ 5.25 0.19 30 27 0.036

5.25 0.18 31 29 0.034 67/1 5.25 0.19 31 28 0.035

;pa(> * (> **

a placa - #cap a placa -



1051/

5.25 0.17 33 31 0.032 6791 5.25 0.18 33 30 0.033

5.25 0.16 34 32 0.031 7199 5.25 0.17 34 31 0.032

5.25 0.16 35 33 0.030 728 5.25 0.16 35 32 0.031

5.25 0.15 36 34 0.029 76/6 5.25 0.16 36 33 0.030

5.25 0.15 37 35 0.028 788/ 5.25 0.15 37 34 0.029

5.25 0.15 38 36 0.027 87113 5.25 0.15 38 35 0.028

5.25 0.14 39 37 0.027 8732 5.25 0.15 39 36 0.027

5.25 0.14 40 38 0.026 87/0 5.25 0.14 40 37 0.027

1251/

7.54 0.27 30 28 0.050 879/2 7.54 0.28 30 27 0.0527.54 0.26 31 29 0.049 97280 7.54 0.27 31 28 0.050

7.54 0.25 32 30 0.047 97608 7.54 0.26 32 29 0.049

7.54 0.24 33 31 0.045 97936 7.54 0.25 33 30 0.047

7.54 0.24 34 32 0.044 10726 7.54 0.24 34 31 0.045

7.54 0.23 35 33 0.043 107/92 7.54 0.24 35 32 0.044

7.54 0.22 36 34 0.041 107920 7.54 0.23 36 33 0.043

7.54 0.22 37 35 0.040 11728 7.54 0.22 37 34 0.041

7.54 0.21 38 36 0.039 117/6 7.54 0.22 38 35 0.040

7.54 0.20 39 37 0.038 11790 7.54 0.21 39 36 0.039

7.54 0.20 40 38 0.037 127232 7.54 0.20 40 37 0.038

8520

2.51 0.09 30 28 0.017 3703/ 2.51 0.09 30 27 0.017

2.51 0.09 31 29 0.016 371/ 2.51 0.09 31 28 0.017

2.51 0.08 32 30 0.016 372/ 2.51 0.09 32 29 0.016

2.51 0.08 33 31 0.015 37363 2.51 0.08 33 30 0.016

2.51 0.08 34 32 0.015 373 2.51 0.08 34 31 0.015

2.51 0.08 35 33 0.014 37/82 2.51 0.08 35 32 0.015

2.51 0.07 36 34 0.014 37691 2.51 0.08 36 33 0.014

2.51 0.07 37 35 0.013 37801 2.51 0.07 37 34 0.014

2.51 0.07 38 36 0.013 37910 2.51 0.07 38 35 0.013

2.51 0.07 39 37 0.013 7019 2.51 0.07 39 36 0.013

2.51 0.07 40 38 0.012 7129 2.51 0.07 40 37 0.013

10520

3.94 0.14 30 28 0.026 73/ 3.94 0.15 30 27 0.027

3.94 0.14 31 29 0.025 7906 3.94 0.14 31 28 0.0263.94 0.13 32 30 0.025 /708 3.94 0.14 32 29 0.025

3.94 0.13 33 31 0.024 /729 3.94 0.13 33 30 0.025

3.94 0.12 34 32 0.023 /720 3.94 0.13 34 31 0.024

3.94 0.12 35 33 0.022 /7/92 3.94 0.12 35 32 0.023

3.94 0.12 36 34 0.022 /763 3.94 0.12 36 33 0.022

3.94 0.11 37 35 0.021 /793 3.94 0.12 37 34 0.022

3.94 0.11 38 36 0.020 67106 3.94 0.11 38 35 0.021

3.94 0.11 39 37 0.020 672 3.94 0.11 39 36 0.020

3.94 0.10 40 38 0.019 679 3.94 0.11 40 37 0.020

12520

5.65 0.20 30 28 0.038 67/8 5.65 0.21 30 27 0.039

5.65 0.19 31 29 0.036 700 5.65 0.20 31 28 0.038

5.65 0.19 32 30 0.035 72/0 5.65 0.19 32 29 0.036

5.65 0.18 33 31 0.034 796 5.65 0.19 33 30 0.035

5.65 0.18 34 32 0.033 72 5.65 0.18 34 31 0.034

5.65 0.17 35 33 0.032 798 5.65 0.18 35 32 0.033

5.65 0.17 36 34 0.031 87233 5.65 0.17 36 33 0.032

5.65 0.16 37 35 0.030 879 5.65 0.17 37 34 0.031

5.65 0.16 38 36 0.029 872/ 5.65 0.16 38 35 0.030

5.65 0.15 39 37 0.029 8791 5.65 0.16 39 36 0.029

5.65 0.15 40 38 0.028 9721 5.65 0.15 40 37 0.029

5.65 0.13 45 43 0.025 107

5.65 0.12 50 48 0.022 1176



tm 1?8 0.503

/7801 1?10 0.788

67020 1?12 1.131

67238

67/ ?8/10 10 are 5.03

6766 ?8/15 6,6; are 3.35

6789 ?8/20 5 are 2.51

7113

7331 ?10/10 10 are 7.88

7//0 ?10/15 6,6; are 5.25

769 ?10/20 5 are 3.94

798

97001 ?12/10 10are 11.31

973 ?12/15 6,6; are 7.54

9768 ?12/20 5 are 5.65

107029

10732

1071/

1170/8

11700

1173

12708612728

1276

1372//

137

17239

1731

1/7223

1/71/

16720

167699

17191

17683

37890

7036

7182

732

73

7619

76/

7910

/70/6

/7202

/738670/

6728/

#cap

cm2/ml

cm2/ml

cm2/ml

cm2/ml

cm2/ml

cm2/ml

cm2/ml

cm2/ml

cm2/ml



672

6791

7199

728

76/6

788/

87113

8732

8762879/2

97280

97608

97936

10726

107/92

107920

11728

117/6

11790

27926

3703/

371/

372/

37363

373

37/82

37691

37801

37910

7019

7/6

73/7906

/708

/729

/720

/7/92

/763

/793

67106

672

67/12

67/8

700

72/0

796

72

798

87233

879

872/

8791



0

pa+ @ 1 0

5 . 1

5 5

pa+ A

4.275 3.4 20 0m cm m

unBime 1 ara ECCE pe A =

unBime 1 ara ECCE pe @ =

umar are repartitie *e&a lunBul axei A =

umar are repartitie *e&a lunBul axei @ =

unBime calareti tanga pe A =

unBime calareti <reapta pe A =

unBime calareti tanga pe @ =

unBime calareti <reapta pe @ =



4 . 9

5 5

unBime ECCE pe A =

unBime ECCE pe @ =

$%#"$-*-*% /2 m

C"#$% 28 m



1.10

0.85

1.30

1.30

1.85

2.96

*r

4 9

6 12



16

36

umarul *e capre 2uc./m2



ei+tenta -itia *e turnare a elementului D-licitarea )aulC 6;=/ C 8;10

100 150

c 7,5; c 10;

30 a 35 47

40 55 30

inc-F-iere 20

c 47 65inc-F-iere

30 a 4 4,5

4,5 5 30

inc-F-iere 20

c 5 6inc-F-iere

$ezitente <e calcul a elementelor <e beton armat (<a';cm2!

(imen+iuneacea mai mica a+ectiunii cm;

$c

Ferticala cu inaltime *e turnareG 1.50m +talpi, pereti, *iaHraB&me etc. *in et-n armat m-n-&lit; +au inclinata, cu c-Hra pet-ate laturile

c-mpre+iuneexcentrica

/ 30

-ri-ntala Brini, riBle *ecuplare, etc. m-n-lite, elementepreHaricate;, inclinata cu c-Hrape 3 laturi +au Ferticala cu

inaltime *e turnare £ 1.50m


c-mpre+iune

excentrica/ 30

/ 20

$t

Ferticala cu inaltime *e turnareG 1.50m +talpi, pereti, *iaHraB&me etc. *in et-n armat m-n-&lit; +au inclinata, cu c-Hra pet-ate laturile


/ 30

-ri-ntala Brini, riBle *e

cuplare, etc. m-n-lite, elementepreHaricate;, inclinata cu c-Hrape 3 laturi +au Ferticala cuinaltime *e turnare £ 1.50m



/ 30

/ 20



)la+a *e et-n

C 12;1/ C 16;20 C 20;2/ C 2/;30 C 6;=/ C 8;10 C 12;1/

200 250 330 400 100 150 200

c 15; c 20; c 25; c 30; c 7,5; c 10; c 15;

70 90 115 135107000 2107000 207000

80 105 130 15517007000 271007000 27007000

95 125 150 180

6 7 8 9

7 8 9,5 10,5

8 9,5 11 12,5

-*#

4%-'

%b

<a';cm2

%b

t;m2



C 16;20 C 20;2/ C 2/;30

250 300 400

c 20; c 25; c 30; c 35; c 40; c 50; c 60;

207000 3007000 32/7000 3/7000 3607000 3807000 007000

27007000 370007000 372/07000 37/07000 376007000 378007000 70007000



-"4%) "$M"$%

(iam

1 2 27/ 3 37/ 7/ / /7/ 6 8 9 10 m

/ 19.6 39 49 59 69 79 88 98 108 118 137 157 177 196

6 28.3 57 71 85 99 113 127 142 156 170 198 226 255 283

8 50.3 101 126 151 176 201 226 251 275 302 352 402 453 50310 78.5 157 196 236 275 314 353 393 432 471 550 628 707 785 1

12 113.1 226 282 339 395 452 508 565 611 679 792 905 1018 1131 1

1 153.9 308 462 769 923 1077 1231 1385 1539 1

16 201.1 402 603 1005 1206 1407 1608 1810 2011 1

18 254.5 509 763 1272 1527 1781 2036 2290 2545 1

20 314.1 628 942 1571 1884 2109 2514 2828 3141 2

22 380.1 760 1140 1900 2281 2661 3041 3421 3801 2

2/ 490.0 982 1473 2454 2945 3436 3927 4418 4909 2

28 615.8 1232 1847 3079 3695 4310 4926 5542 6158 2

32 804.2 1608 2413 4021 4825 5630 6434 7238 8042 3

36 1018.0 2036 3054 5090 6108 7126 8144 9162 10180 3

0 1256.0 2512 3768 6280 7536 8792 10048 11304 12560

Diametremm

"ria ectiunii tranverale pentru n bare (mm2!



# )

4 3

6 8 10 12 14

1 10 83 31.20 2575.0

2 12 45 25.00 1125.03 14 65 25.00 1625.0

4 16 78 25.00

5 18 98 58.00

6 20 56 63.00

7 22 25 21.00

8 25 13 5.00

9 6 24 4.00 96.0

10 10 78 5.00 390.0

11 12 89 4.00 356.0

12 18 15 5.00

13 16 26 4.00

14 14 45 5.00 225.015 22 78 4.00

16 10 952 6.00 5712.0

17 8 41 8.00 328.0

18 14 21 7.00 147.0

19 16 56 9.00

20 18 14 3.00

21 25 23 2.00

22 14 2 5.00 10.0

23 18 4 46.00

24 16 5 4.00

25 14 6 5.00 30.0

26 10 8 8.00 64.027 12 7 9.00 63.0

28 14 9 7.00 63.0

29 16 5 8.00

30 18 6 4.00

31 20 2 5.00

32 22 3 3.00

33 25 4 2.00

34 18 5 6.00

35 16 6 5.00

36 14 9 4.00 36.0

37 18 8 7.000

38 10 7 8.000 56.039 8 4 9.000 36.0

40 6 5 7.000 35.0

4.000

unBimi pe *iametru KmL 131.0 364.0 8797.0 1544.0 2136.0

Ireutati pe ml KJB/mlL 0.222 0.395 0.617 0.888 1.208

Ireutati pe *iametru 30 144 5428 1372 2581

r.are

KmL



pe tip *e -tel 5602

IEE KJBL 37



#C /2

16 18 20 22 25

1950.0

5684.0

3528.0

525.0

65.0

75.0

104.0

312.0

504.0

42.0

46.0

184.0

20.0

40.0

24.0

10.0

9.0

8.0

30.0

30.0

56.0

2648.0 6095.0 3538.0 846.0 119.0

1.578 1.998 2.466 2.984 3.853

4179 12178 8725 2525 459



32019

21



# )

37 ) 52

8 8 10 14

1

23

4

5

6

7

8

9

10

11

12

13

1415

16

17

18

19

20

21

22

23

24

25

2627

28

29

30

31

32

33

34

35

36

37

3839

40

41

42

43

44

45

r.are

KmL



46

47

rep 48 0

-r*a 49 0

-r*a 50

-r*a 51

5253

54

55

56

57

etr.alc-n 58

etr.alc-n 59

capre 60

unBimi pe *iametru KmL 0 0.0 0.0 0.0

Ireutati pe ml KJB/mlL 0.395 0.395 0.617 1.208

Ireutati pe *iametru 0 0 0 0

IEE KJBL 0



#)"C* "$M"-% #% D" D*$%C-**

17 #)"C* $%&%M"-% #% -- C'-$)

5.16 m

1.2058 0.5 la placile i-late +i la placile c-ntinue

1.45 cu *e+ci*eri a*iacente reaemel-r eBale

0.8

0.8 0.8 la placile c-ntinue cu *e+ci*eri

0.5 a*iacente reaemel-r ineBale , la care 4.2

0.5 ace+te *e+ci*eri *iHera intre ele cu 30

B = 1.1 tm ECE la placile c-ntinue cu *e+ci*eri a*iacente

p = 0 *iHeerin* intre ele cu mai putin *e 30 +e

interp-leaa liniar2.5

1 1 3 1

1.7

3.1

9 9 1

1 2

>

? ? ?

3.1 .

3.4 1 0

3.4

0 1 0

#2$ $

lmax

=l2=

#1 $

!=l2/l

1 =

#1 / #

2 = #

1$ / #

1$$ =

#1 / #

1$ = #

2 $ / #

2$ $=

#1/ #

1$ $=

#2 / #

2$ = l

min=l

1=

#2/ #

2$ $=

c-n+tru

#1 =

#2 =

#1$ =

#1$ $=

#2$ =

#2$ $=

( ) ( ) ( )2 ' '' ' ''

max min min 1 2 1 1 2 2

1

3 212 g p l l l M M M M M M + − = + + + + +



8 . 829

/ 1067

1067

106 829 106

1/39 10 14 10 . 12 10 14 1/39

> ??? > ??? > ???

9 9 1

1 2

>

? ? ?

.0.50

1 0 0.60

0.70

1 1 3 1

0.80

0.90

1.00

1.10

1.20

1.30

1.40

1.50

1.601.70

1.80

1.90

2.00

anec =

a$ nec =

a$ $ nec =

@l2 ;l

1



1 1

1

1

0 0

c15 8.0 37 210 /mmp

c20 10.5 )52 300 /mmp

c25 12.5

c30 15.5

2

3

mm

mm ac-perirea cu et-n pana la armatura

mm

mm 30 mm

cm 127 cm

mm x = 11 mm

mm x$ = 24 mm

mm x$ $ = 24 mm

ay =

0y

=



470

991

991

0.12 A77 0.20

0.20 A77 0.35

0.35 A77 0.50

0.50 A77 0.70

0.70 A77 0.90

0.90 A77 1.10

1.10 A77 1.30

1.30 A77 1.70

1.70 A77 2.202.00 A77 2.80

2.50 A77 3.70

2.80 A77 4.10

3.30 A77 5.00

4.00 A77 6.00

4.50 A77 7.00

5.00 A77 8.00

mm2 anec = mm2

mm2 a

$ nec = mm2

mm2 a$ $ nec = mm2

M1 ; M

2



2.71

l /73 m

) 8768 m

0783/ x 1671 137/1

07/ x 2713 2703

1700

/72/

27/9

0739

07300 x 1 x 07/

Btrapez

Btriungi

B7S7

)grin<a

Btrapez

Btriungi

B grin<a )gr7 E F



-$"#%& 373 t ; m

-$*'G* 171 t ; m

D" -$"#%&% /793 t ; m

D" -$*'G*$* 17/3 t ; m

t ; m2

t ; m2

Calcul plansee monolite

Documents

Transcript of Calcul plansee monolite