1

S O D R @ I N A 1. Tehni~ki izve{taj

2. Stati~ki presmetki na pozicii na .

3. Rezultati od presmetka na konstrukcijata vo programot Tower6

4. Pozicioni (kofra`ni) planovi

4-1)Pozicionen plan na rampa 1

4-2) Pozicionen plan na rampa 2

4-3) Presek 1-1

6-6) Presek 2-2

7. Armaturni detali

2

: STANBENA ZGRADA - A2 domuvawe LOKALITET: ul:Treta MUB parcela br.3, KO.Kumanovo TEHNI^KA DOKUMENTACIJA: Osnoven proekt teh.br.01-03/13 od 07.2013 g

Konstruktivno re{enie i konstruktivni elementi ( del na hodnik i rampi ) Konstrukcijata na objektot e predvidena kako skeletna so nosivi armirano-betonski stolbovi,gredi i platni. Armirano-betonskite stolbovi vo hodnikot se predvideni vo glavnom so presek 30/50 sm na

kaj vlez 1,a na kaj vlez 2 se potpira na zgrada 2. Za stolbovite dadeni se detali za na~inot na armirawe na istite.

20, 25/50, (=25) . .

wer6 Radimpex, 87.

Lista na koristeni propisi i standardi: 1.Privremeni tehni~ki propisi za natovaruvawe na zgradi,

2.Pravilnik za tehni~ki noramtivi za beton i armiran beton PBAB 1987.

-

z [m] h [m]

5.20 2.60

2.60 2.60

0.00

: 1 : b/d=80/80,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 6.400e-1 5.333e-1 5.333e-1 5.769e-2 3.413e-2 3.413e-2

: 2 : b/d=25/30,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 7.500e-2 6.250e-2 6.250e-2 7.752e-4 3.906e-4 5.625e-4

: 3 : b/d=25/40,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 1.000e-1 8.333e-2 8.333e-2 1.273e-3 5.208e-4 1.333e-3

: 4 : b/d=25/50,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 1.250e-1 1.042e-1 1.042e-1 1.788e-3 6.510e-4 2.604e-3

: 5 : b/d=25/30,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 7.500e-2 6.250e-2 6.250e-2 7.752e-4 3.906e-4 5.625e-4

: 6 : b/d=50/20,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 1.000e-1 8.333e-2 8.333e-2 9.981e-4 2.083e-3 3.333e-4

: 7 : b/d=60/60,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 3.600e-1 3.000e-1 3.000e-1 1.825e-2 1.080e-2 1.080e-2

: 8 : b/d=95/95,

. A1 A2 A3 I1 I2 I3 1 - Betoni MB 30 9.025e-1 7.521e-1 7.521e-1 1.147e-1 6.788e-2 6.788e-2

()

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533

R?

8 /20

530

R?

8/20

5 3R?8/20

5 4R?8/20 52R

?8/

20

I Q-335I Q-335

314

R?

14 L

=200

(14)

110

90

414

R?

14 L

=130

(14)

110

20

2 14R?8 L=191 (14)

50

9150

5 33R?8/20 L=196 (72)196

1 14R?8, 3 14R?14, 4 14R?14

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110 2R?12/0.6110 2R?12/0.6109 2R?12/3.3109 2R?12/3.3

107 2R?12/4107 2R?12/4

922R?

12/6

922R?

12/6

108 2R?12/7.4108 2R?12/7.4

952R?

12/1

0.3

952R?

12/1

0.3

932R?

12/1

593

2R?

12/1

5

963R?

12/1

596

3R?

12/1

5

106 3R?12/15106 3R?12/15

973R?

12/1

597

3R?

12/1

5

104 3R?12/15104 3R?12/15

943R?

12/1

594

3R?

12/1

5

993R?

12/1

599

3R?

12/1

5

105 3R?12/15105 3R?12/15

1004R?

12/1

510

04R?

12/1

5

984R?

12/1

598

4R?

12/1

5

112 7R?12/15112 7R?12/1510

28R?

12/1

510

28R?

12/1

5

103 9R?12/15103 9R?12/15

111 9R?12/15111 9R?12/15

113 12R?12/15113 12R?12/15

114 12R?12/15114 12R?12/15114 12R?12/15114 12R?12/15

9122

R?

12/1

591

22R?

12/1

5

10193

R?

12/1

510

193

R?

12/1

5

??????- ??????????????

?

[mm]lgn[m]

???????????????

[kg/m']??????

[kg]

RA1

12 1459.04 0.92 1342.32

1342.32??????

RA2

8 0.00 0.41 0.00

14 0.00 1.24 0.00

0.00??????

????

?????

??????????????????????????

??????????

?????

110 2R?12/0.6110 2R?12/0.6109 2R?12/3.3109 2R?12/3.3

107 2R?12/4107 2R?12/4

922R?

12/6

922R?

12/6

108 2R?12/7.4108 2R?12/7.4

952R?

12/1

0.3

952R?

12/1

0.3

932R?

12/1

593

2R?

12/1

5

963R?

12/1

596

3R?

12/1

5

106 3R?12/15106 3R?12/15

973R?

12/1

597

3R?

12/1

5

104 3R?12/15104 3R?12/15

943R?

12/1

594

3R?

12/1

5

993R?

12/1

599

3R?

12/1

5

105 3R?12/15105 3R?12/15

1004R?

12/1

510

04R?

12/1

5

984R?

12/1

598

4R?

12/1

5

112 7R?12/15112 7R?12/15

1028R?

12/1

510

28R?

12/1

5

103 9R?12/15103 9R?12/15

111 9R?12/15111 9R?12/15

113 12R?12/15113 12R?12/15

114 12R?12/15114 12R?12/15

114 12R?12/15114 12R?12/15

9122

R?

12/1

591

22R?

12/1

5

10193

R?

12/1

510

193

R?

12/1

5

??????- ??????????????

?

[mm]lgn[m]

???????????????

[kg/m']??????

[kg]

RA1

12 1459.04 0.92 1342.32

1342.32??????

RA2

8 0.00 0.41 0.00

14 0.00 1.24 0.00

0.00??????

????

?????

??????????????????????????

??????????

?????

110 2R?12/0.6109 2R?12/3.3

107 2R?12/4

922R?

12/6

108 2R?12/7.4

952R?

12/1

0.3

932R?

12/1

5

963R?

12/1

5

106 3R?12/15

973R?

12/1

5

104 3R?12/15

943R?

12/1

5

993R?

12/1

5

105 3R?12/15

1004R?

12/1

5

984R?

12/1

5

112 7R?12/1510

28R?

12/1

5

103 9R?12/15

111 9R?12/15

113 12R?12/15

114 12R?12/15114 12R?12/15

9122

R?

12/1

5

10193

R?

12/1

5

????

?????

??????????????????????????

??????????

?????

110 2R?12/0.6109 2R?12/3.3

107 2R?12/4

922R?

12/6

108 2R?12/7.4

952R?

12/1

0.3

932R?

12/1

5

963R?

12/1

5

106 3R?12/15

973R?

12/1

5

104 3R?12/15

943R?

12/1

5

993R?

12/1

5

105 3R?12/15

1004R?

12/1

5

984R?

12/1

5

112 7R?12/15

1028R?

12/1

5

103 9R?12/15

111 9R?12/15

113 12R?12/15

114 12R?12/15114 12R?12/15

9122

R?

12/1

5

10193

R?

12/1

5

??????- ??????????????

?

[mm]lgn[m]

???????????????

[kg/m']??????

[kg]

RA1

12 1459.04 0.92 1342.32

1342.32??????

RA2

8 0.00 0.41 0.00

14 0.00 1.24 0.00

0.00??????

??????- ??????????????

?

[mm]lgn[m]

???????????????

[kg/m']??????

[kg]

RA1

12 1459.04 0.92 1342.32

1342.32??????

RA2

8 0.00 0.41 0.00

14 0.00 1.24 0.00

0.00??????

533

R?

8/20

530

R?

8/20

5 3R?8/20

5 4R?8/20 52R

?8/

20

I Q-335I Q-335

314

R?

14 L

=200

(14)

110

90

414

R?

14 L

=130

(14)

110

20

2 14R?8 L=191 (14)

50

9150

5 33R?8/20 L=196 (72)196

1 14R?8, 3 14R?14, 4 14R?14

??

?????

??

??

-

No

1 (g)

2

3 .: 1.6xI+1.8xII

()

2014-10-08T16:34:43+0200Makedonski Telekom CA, Zoran Velichkovski

2014-10-09T09:52:24+0200Andrej Manev