2. armare cadru

8/18/2019 2. Armare Cadru

1/85

Armarea longitudinala a grinzilor Med

Caracteristici sectionale

bw[mm]= 300 fctm[N/mm2] 3.2 2 !"

#[mm]= $00 f%&[N/mm2] 00

be'[mm]= 300 (min= 0.0032

#f[mm]= 0 )*min= $+.$ !" 0

a[mm]= 3 Mf,*=#f- 0

d[N/mm2] !3 d $

d[N/mm2] 20.00 #s 30 d[mm]= $

#s[mm]= 30

2

2 2

3

Med

+ "! 02

+ " $

$3 $ 2


2/85


3/85

)*

.$

!.$

.3

.$

.$

."

Ascomrimat )*

+0! +0! +0! +0! 130.+ 12$.3 13.

+0! +0! +0! +0! 130.+ 12. 133."

+0! +0! +0! +0! 13.0 12. 13.0


4/85

+0! +0! +0! +0! 13.+ 1+. 13".2

+0! +0! +0! +0! 13+." 1.0 1!0.0

+0! +0! +0! +0! 13+.$ 1. 13+.3


5/85

Asnec

!.$ 2!. 202.0

!." 202.0 20$.2

.3 20.3 20.3

.3 2!. 20.3

.$ 2!. 2!.

.3 2+. 20.3

Asnec

12!. 3+.+ !!0. 3$.2 !."

12. 3+.+ !2.! 33$.! 0.

1+. 32. 0. 2"!.3 !$.!


6/85

1$.! 2+2." !$.! 2$3.+ +.0

1. 2$.$ 0.0 22.! +".+

1.2 2.! $2.2 2.2 $$.


7/85

Armare Ase'

+0! +0!

+0! +0!

+0! +0!

+0! +0!

+0! +0!

+0! +0!

Armare Ase'

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+


8/85

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+


9/85

Ase'/Asnec

3.!+ 3."+0

3."+0 3.+""+

3.+223 3.+223

3.!+ 3.+223

3.!+ 3.!+

3.$$ 3.+223

Ase'/Asnec

2.$+$ 2.30"+ 2.23 2.3

2.$+$ 2.202 3.02+ 2.00

3.0! 2.00 3.!++ .+$32


10/85

3."++ .+$32 3.++$ .$!

3.+03 .++ !.033 .2"

3.0! .+0" 3.$"+ ."+3


11/85

Armarea longitudinala a grinzilor Med


bw[mm]= 300 fctm[N/mm2] 3.2 2 !"

#[mm]= $00 f%&[N/mm2] 00

be'[mm]= (min= 0.0032

#f[mm]= )*min= +.! !" 0

a[mm]= !0

d[N/mm2] !3 d $0

d[N/mm2] 20.00 #s 20 d[mm]= $0

#s[mm]= 20

2

2 2

3

Med

+ "! 02

+ " $

$3 $ 2


12/85

3 2 !+ 2"

!" 2 ! 32

0 2 2$


13/85

)*

.

!.+

.!

.

.

$.0

Ascomrimat )*

+0! +0! +0! +0! 130. 12.$ 130."

+0! +0! +0! +0! 130. 12!. 133.2

+0! +0! +0! +0! 13!.3 120. 13$.3


14/85

+0! +0! +0! +0! 13. 1.+ 13+.

+0! +0! +0! +0! 13+.2 1$. 13".!

+0! +0! +0! +0! 13+.0 1$. 13.


15/85

Asnec

!.+ 2$. 203.+

. 203.+ 20+.

.! 22.3 22.3

.! 2$. 22.3

. 2$. 2$.

.! 220. 22.3

Asnec

123.3 3++.+ !.! 3. !+2.+

120. 3++.+ !$3. 3!$.0 +.!

1.+ 330.$ +.! 303. +.


16/85

1. 2"2.0 +. 22. "0.0

1!.$ 2$.$ +2.0 2$.2 $0."

1$.! 2+0.! !.0 2+!.3 +.0


17/85

Armare Ase'

+0! +0!

+0! +0!

+0! +0!

+0! +0!

+0! +0!

+0! +0!

Armare Ase'

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+


18/85

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+

0+ 0+ 0+ 0+


19/85

Ase'/Asnec

3.3$ 3."!!3

3."!!3 3.+$!3

3.+ 3.+

3.3$ 3.+

3.3$ 3.3$

3.$!2$ 3.+

Ase'/Asnec

2.$+! 2.2! 2.$"" 2.0+!

2.$+! 2."+ 2."!+ ."$3+

3.0"$ ."$3+ 3.33" .+2!2


20/85

3.!+$ .+2!2 3.32 .2$

3.$+0$ .!"2 3.+" .$"2

3.$302 .3$ 3.+ .$3


21/85

Cod

Calculul rotirilor caabile entru stali Lvi

4000

. Materiale Marginal 4000.00

fc&[N/mm2]= 3

f%&[N/mm2]= 00 4000.00

f%med[N/mm2]= +$."$2! 4000.00fcm[N/mm2]= !3

Caracteristici sectionale 3500.00

b[mm]= 300 3500.00

#[mm]= $00

as[mm]= 2$ 3000.00

bost[mm]= 0 3000.00

Aramtura longitudinala

As[mm2]= 2700.00

As4[mm2]= 2700.00

b5st

nr5b= $ 2700.00

b25st 2700.00

nr5b2= $

dbl[mm]= 2 2700.00

Armatura trans6ersala 2700.00

7etr[mm]= +

s#[mm]= 0 2700.00

brate= ! 2700.00

8tare de eforturi

8um,bist92- +"!0+.0

al#ast 0.$3"2+$+2

Mode


4500


fc&[N/mm2]= 3

f%&[N/mm2]= 00 4200.00

f%med[N/mm2]= +$."$2! 4200.00

fcm[N/mm2]= !3


b[mm]= 300 4000.00

#[mm]= $00

as[mm]= 2$ 4000.00

bost[mm]= 0 4000.00


As[mm2]= 4000.00

As4[mm2]= 4000.00

b5st

nr b= $ 4000.00


22/85

nr5b2= $

dbl[mm]= 2 4000.00


7etr[mm]= +

s#[mm]= 0 4000.00

brate= ! 4000.00

8tare de eforturi8um,bist92- +"!0+.0

al#ast 0.$3"2+$+2

Accel


4500


fc&[N/mm2]= 3

f%&[N/mm2]= 00 4500

f%med[N/mm2]= +$."$2! 4500.00fcm[N/mm2]= !3

Caracteristici sectionale 4500

b[mm]= 300 4500.00

#[mm]= $00

as[mm]= 2$ 4000.00

bost[mm]= 0 4000.00


As[mm2]= 4000.00

As4[mm2]= 4000.00

b5st

nr5b= $ 4000.00

b25st 4000.00

nr5b2= $

dbl[mm]= 2 4000.00


7etr[mm]= +

s#[mm]= 0 4000.00

brate= ! 4000.00

8tare de eforturi

8um,bist92- +"!0+.0

al#ast 0.$3"2+$+2

:;N5N<


4500


fc&[N/mm2]= 3

f%&[N/mm2]= 00 4500.00

f%med[N/mm2]= +$."$2! 4500.00

fcm[N/mm2]= !3



23/85

#[mm]= $00

as[mm]= 2$ 4000.00

bost[mm]= 0 4000.00


As[mm2]= 3500.00

As4[mm2]= 3500.00

b5st nr5b= $ 3500.00

b25st 3500.00

nr5b2= $

dbl[mm]= 2 3500.00


7etr[mm]= +

s#[mm]= 0 4000.00

brate= ! 4000.00

8tare de eforturi

8um,bist92- +"!0+.0

al#ast 0.$3"2+$+2


24/85

Lvj Asup/Ainf//w/w'

4000 1520 0. 1520

4000.00 615.00 0.0! 615.00

4000.00 1520.00 0. 1520.00

4000.00 615.00 0.0! 615.00

3500.00 1963.00 0.!" 1963.00

3500.00 615.00 0.0! 615.00

3000.00 1963.00 0.!" 1963.00

3000.00 615.00 0.0! 615.00

2700.00 1963.00 0.!" 1963.00

2700.00 1256.00 0.0" 1256.00

2700.00 1963.00 0.!" 1963.00

2700.00 1256.00 0.0" 1256.00

2700.00 1963.00 0.!" 1963.00

2700.00 1256.00 0.0" 1256.00

2700.00 1963.00 0.!" 1963.00

2700.00 1256.00 0.0" 1256.00

Lvj Asup/Ainf//w/w'

4500 1520 0. 1520

4500.00 615.00 0.0! 615.00

4200.00 1520.00 0. 1520.00

4200.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00


25/85

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

Lvj Asup/Ainf//w/w'

4500 1520 0. 1520

4500.00 615.00 0.0! 615.00

4500.00 1520.00 0. 1520.00

4500.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

Lvj Asup/Ainf//w/w'

4500 1520 0. 1520

4500.00 615.00 0.0! 615.00

4500.00 1520.00 0. 1520.00

4500.00 615.00 0.0! 615.00

4500.00 1963.00 0.!" 1963.00


26/85

4000.00 1963.00 0.!" 1963.00

4000.00 615.00 0.0! 615.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00

4000.00 1963.00 0.!" 1963.00

4000.00 1256.00 0.0" 1256.00


27/85

Sh/alphast/roetr

0.

0.0! 125.00 125.00

0.68 0.68

0. 0.008 0.008

0.0! 125.00 125.000.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.010 0.010

Sh/alphast/roetr

0.

0.0! 125.00 125.00

0.68 0.68

0. 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010


28/85

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.010 0.010

Sh/alphast/roetr

0.

0.0! 125.00 125.00

0.68 0.68

0. 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.010 0.010

Sh/alphast/roetr

0.

0.0! 125.00 125.00

0.68 0.68

0. 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008


29/85

0.68 0.68

0.!" 0.008 0.008

0.0! 125.00 125.00

0.68 0.68

0.!" 0.008 0.008

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.!" 0.010 0.010

0.0" 100.00 100.00

0.71 0.71

0.010 0.010


30/85

Fpl/Fel

0.0+" 0.0+" 0.0

0.032 0.032 0.0

0.0+" 0.0+" 0.0

0.032 0.032 0.0

0.03 0.0081 0.03 0.0070 !$.

0.03!+ 0.0021 0.03!+ 0.0014 $.0

0.02 0.0052 0.02 0.0047 30.3

0.03! 0.0062 0.03! 0.0060 +.0

0.02+ 0.0068 0.02+ 0.0053 3.

0.02+$ 0.007 0.02+$ 0.0061 2!.

0.02+ 0.0094 0.02+ 0.0096 !3.0

0.02+$ 0.0102 0.02+$ 0.0090 3.

0.02+ 0.0111 0.02+ 0.0110 0.+

0.02+$ 0.0115 0.02+$ 0.0105 !0.3

0.02+ 0.011 0.02+ 0.0110 0.!

0.02+$ 0.0107 0.02+$ 0.0098 3.

Fpl/Fel

0.0+" 0.002 0.$

0.0 0.0009 0.0 0.0007 .2

0.030 0.0022 0.030 0.0140 $.3

0.0 0.0068 0.0 0.0073 3+."

0.030 0.0078 0.030 0.0062 22.3

0.022 0.0085 0.022 0.0077 3.+

0.02"! 0.0086 0.02"! 0.0069 2".3

0.022 0.0147 0.022 0.0143 $.!


31/85

0.022 0.0158 0.022 0.0157 0.3

0.02"! 0.0163 0.02"! 0.0152 .!

0.022 0.0154 0.022 0.0151 $+.

0.02"! 0.0157 0.02"! 0.0146 3.!

Fpl/Fel

0.0 0.0002 0.0 0.0004 .

0.030 0.0001 0.030 0.3

0.022 0.0002 0.022 0."

0.02"! 0.0003 0.02"! .0

0.022 0.0094 0.022 0.0022 !.+

0.02"! 0.0032 0.02"! 0.0016 0."

0.022 0.0238 0.022 0.0237 0.+

0.02"! 0.0243 0.02"! 0.0230 +2.

0.022 0.0252 0.022 0.0249 2.

0.02"! 0.0257 0.02"! 0.0243 +.!

Fpl/Fel

0.0"0 0.0005 2.$

0.032 0.0009 2.+

0.03 0.0064 0.0$ 0.0070 3$."


32/85

0.0 0.0103 0.0 0.0053 ".0

0.030 0.0104 0.030 0.0070 2".

0.0223 0.0203 0.022 0.0089 ".2

0.02" 0.0204 0.02"! 0.0100 0.

0.0223 0.0203 0.022 0.0186 ".2

0.02" 0.02 0.02"! 0.0196 $+.

0.0223 0.0245 0.022 0.0231 0.0

0.02" 0.0232 0.02"! 0.0241 ".

0.022 0.0247 0.022 0.0217 0".+

0.02"! 0.023 0.02"! 0.0228 +.2


33/85

Ratio

0.0

0.0

0.0

0.0

!0.!

!.0

2.!

.!

2!.3

2.!

!!.0

3.

0.!

3$.+

0.!

3!.3

Ratio

!.0

3"."

!.+

.

3!.2

23.

$3.$


34/85

$".+

.

$.

!".

Ratio

2.3

".+

.!

0.!

+.2

0.

+2.

Ratio

3".+


35/85

30.3

20.0

3".$

3!.0

+2.

$$.

02.

+2.0

"$.

.$


36/85

Cod

Med'/Ved'

Med`

>ed?

74 251 395.0

2. 20".2 !!.0

74.0 251 79

2. 105.0 20".2 259.0 !!.0 491.0

+$.$ 22".! "".0

105.0 259.0 164.0

+$.$ 22".! "".0

147.0 329.0 315.0

2.3 22.+ 2.0

147.0 329.0 593.0

$02.0 2!.0 2.0

Mode

Med'/Ved'

Med`

>ed?

292.0 437.0 360.0

$+.0 0.0 3.0

67.0 124.0 71.0

$+.0 0.0 3.0 380.0

3.0

124.0

$$.0 309 2.0 522 3.0 450.0


37/85

0.0 2!.0 ".0

43.0 318 179

0.0 2!.0 ".0

47.0 347.0 216.0

0.0 303.0 2!".0

319.0 653.0 605.0

0.0 303.0 2!".0

Accel

Med'/Ved'

Med`

>ed?

-131 -355 -273.7

2. 20".2 2.

106.6 336 247

2. -147.1 20".2 -382.3 2. -282.7

+$.$ 22".! +$.$

138.6 374.8 270.4

+$.$ -143.2 22".! -383.4 +$.$ -274.7

"!." 2!2. "!."

169.8 415.6 307.2

"!." -83.4 2!2. -256.0 "!." -182.8

2.3 22.+ 2.3

362.9 446.3 411.3

2.3 22.+ 2.3

:;N1N<

Med'/Ved'


38/85

Med`

>ed?

155.0

"3.0

152.0

3.0 231.0 "3.0 151.0$.0 .0 0.0

189.0 150.0 195.0

$.0 25.0 22+.0 180.0 0.0 112.0

!$.0 0.0 ".0

128.0 315.0 282.0

!$.0 189 0.0 389 ".0 204.0

.0 22+.0 3.0

48.0 355 241

.0 22+.0 549.0 3.0 346.0

2!.0 $.0

355.0 187.0

2!.0 $.0 398.0

203.0

272.0

153.0 363.0 203.0 309.0

2+.0 3!.0 2$".0

303.0 662.0 578.0

2+.0 3!.0 2$".0


39/85

Forte axiale in stalp

-1566.0

-549.0 -1867.0 -1724.0

-605.0 -2545.0 -2475.0


-320.0 -930.0 -782.0

-345.0 -956.0 -808.0

-405.0 -1584.0 -1450.0


40/85

-430.0 -1608.0 -1475.0

-449.0 -2560.0 -2538.0

-474.0 -2585.0 -2563.0


-532.0 -1537.0 -1369.0

-556.0 -1562.0 -1394.0

-549.0 -1863.0 -1729.0

-574.0 -1888.0 -1754.0

-561.0 -2190.0 -2093.0

-586.0 -2215.0 -2118.0

-573.0 -2516.0 -2458.0

-498.0 -2541.0 -2483.0



41/85

-410.0

-436.0

-424.7 -950.0 -660.0

-449.0 -975.0 -685.0

-551.0 -1274.0 -912.0

-576.0 -1299.0 -937.0

-601.0 -1598.0 -1240.0

-626.0 -1623.0 -1264.0

-612.0 -1925.0 -1605.0

-1950.0 -1630.0

-1969.0

-1994.0

-2578.0 2332.0

-664.0 -2603.0 -2357.0


42/85

Momente capabile in stalp

775.0

546.3 792.4 688.8

556.0 808.3 718.8


503.3 715.1 584.7

508.2 718.2 588.7

519.9 776.2 666.6


43/85

524.6 777.8 668.9

528.2 808.3 719.4

532.8 808.3 719.6


543.3 772.9 658.8

547.5 774.7 661.2

546.3 792.2 689.1

550.7 793.4 690.8

548.4 803.9 708.9

552.7 804.5 709.9

550.5 808.3 718.6

537.2 808.3 718.9



44/85

520.8

525.7

523.6 717.5 565.3

528.2 720.4 569.4

546.6 751.5 603.9

551.0 753.8 607.4

555.3 777.2 645.2

559.6 778.8 647.8

557.2 795.0 679.9

681.9

703.4

704.6

808.3 -432.4

565.9 808.2 716.9


45/85

Calculul rotirilor caabile entru stali Lv

. Materiale Marginal

fc&[N/mm2]= 3

f%&[N/mm2]= 00

f%med[N/mm2]= +$."$2!fcm[N/mm2]= !3


b[mm]= 0

#[mm]= 0

as[mm]= 2$

bost[mm]= !"0


As[mm2]=

As4[mm2]= 1026.4

b5st "2

nr5b= $ 1026.4 1199.8

b25st 2 1212.5

nr5b2= $

dbl[mm]= 0 1212.5 1129.0

Armatura trans6ersala

7etr[mm]= 0

s#[mm]= 200

brate= ! 1173.2

8tare de eforturi

8um,bist92- +"!0+.0 244.2 129.3

al#ast 0.0"$220



fc&[N/mm2]= 3

f%&[N/mm2]= 00

f%med[N/mm2]= +$."$2!

fcm[N/mm2]= !3


b[mm]= 0 4294.1

#[mm]= 0

as[mm]= 2$ 985.3 729.4

bost[mm]= !"0


As[mm2]=

As4[mm2]= 2887.9

b st "2


46/85

nr5b= $ 401.9 1252.0

b25st 2

nr5b2= $

dbl[mm]= 0


7etr[mm]= 0

s#[mm]= 200brate= ! 427.3

8tare de eforturi

8um,bist92- +"!0+.0 2900.0 2155.1

al#ast 0.0"$220



fc&[N/mm2]= 3

f%&[N/mm2]= 00

f%med[N/mm2]= +$."$2!

fcm[N/mm2]= !3


b[mm]= 0

#[mm]= 0

as[mm]= 2$

bost[mm]= !"0Aramtura longitudinala

As[mm2]=

As4[mm2]= -1821.8

b5st "2

nr5b= $ 1478.8 1604.3

b25st 2 -1699.0

nr5b2= $

dbl[mm]= 0 1601.0 1633.7

Armatura trans6ersala -1508.5

7etr[mm]= 0

s#[mm]= 200 1789.7 1716.6

brate= ! -665.5

8tare de eforturi

8um,bist92- +"!0+.0 2896.6 2097.2

al#ast 0.0"$220



47/85

fc&[N/mm2]= 3

f%&[N/mm2]= 00

f%med[N/mm2]= +$."$2!

fcm[N/mm2]= !3


b[mm]= 0 53.6

#[mm]= 0as[mm]= 2$ 3375.0 657.9

bost[mm]= !"0 543.5


As[mm2]= 2782.6 2100.0

As4[mm2]= 2662.0

b5st "2

nr5b= $ 676.1 1557.0

b25st 2

nr5b2= $

dbl[mm]= 0 1295.6


7etr[mm]= 0

s#[mm]= 200

brate= ! 1195.3

8tare de eforturi

8um,bist92- +"!0+.0 2367.2 1941.3

al#ast 0.0"$220


48/85

i/Lvj niu!ed/"Ac#fcd$

1199.8 2743.1 0.22

548.6

1129.0 2467.3 0.08 0.26

824.1

1546.1 1145.5

2156.4 0.09 0.36


2570.6 2748.1 0.05 0.13

542.0 0.05 0.14

2055.1 2356.0 0.06 0.22


49/85

937.2 0.06 0.23

1145.2 867.5 0.06 0.36

2429.7 0.07 0.37


-1695.5 -3795.5 0.08 0.22

3426.2 0.08 0.22

-1666.6 -3263.9 0.08 0.26

3121.8 0.08 0.27

-1583.5 -2894.4 0.08 0.31

3236.7 0.08 0.31

-1203.0 -1459.1 0.08 0.36

3282.8 0.07 0.36



50/85

1666.7

1634.4

2008.7 1438.1 0.06 0.13

1857.1 0.06 0.14

1200.0 941.2 0.08 0.18

2369.7 0.08 0.18

1706.1 1511.1 0.09 0.23

1785.2 0.09 0.23

2003.6 2149.1 0.09 0.27

1161.5 0.28

1960.6 0.00

1339.9

1064.5 1148.7 0.37

2148.7 0.09 0.37


51/85

As/As'//w/w'

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.24 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.35

As/As'//w/w'

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.11 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.11

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.21 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00


52/85

0.21

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.36 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.36

As/As'//w/w'

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.19 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.20

0.24 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.25

0.30 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.30

0.35 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.35

As/As'//w/w'


53/85

905.00 0.04 905.00 0.04 905.00

0.06 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.06

0.09 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.10

0.13 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.13

0.18 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.18

0.23 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.23

0.28 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.28

0.33 452.00 0.02 1963.00 0.09 452.00

905.00 0.04 905.00 0.04 905.00

0.33


54/85

Sh/alphast/roetr

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 1000.00 100.00 1000.00

0.04 0.00 0.70 0.00

0.001 0.006 0.001

0.02 100.00 100.00 100.00

0.04 0.70 0.70 0.70

0.006 0.006 0.006

Sh/alphast/roetr

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66


55/85

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 1000.00 100.00 1000.00

0.04 0.00 0.70 0.00

0.001 0.006 0.001

0.02 100.00 100.00 100.00

0.04 0.70 0.70 0.70

0.006 0.006 0.006

Sh/alphast/roetr

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 1000.00 100.00 1000.00

0.04 0.00 0.70 0.00

0.001 0.006 0.001

0.02 100.00 100.00 100.00

0.04 0.70 0.70 0.70

0.006 0.006 0.006

Sh/alphast/roetr


56/85

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 150.00 125.00 150.00

0.04 0.62 0.66 0.62

0.004 0.005 0.004

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 125.00 100.00 125.00

0.04 0.66 0.70 0.66

0.005 0.006 0.005

0.02 1000.00 100.00 1000.00

0.04 0.00 0.70 0.00

0.001 0.006 0.001

0.02 100.00 100.00 100.00

0.04 0.70 0.70 0.70

0.006 0.006 0.006


57/85

Fpl/Fel

0.0203 0.0001

0.0$ 0.02$

0.0" 0.0007 0.0" 0.0016 0.02" 0.00

0.0!+ 0.0120 0.03 0.0100 0.02 0.01

Fpl/Fel

0.03 0.0025 0.023 0.0048 0.0$ 0.0033

0.0$+ 0.0038 0.020 0.0048 0.03$ 0.0036


58/85

0.0$+ 0.0164 0.00 0.0152 0.0 0.02

Fpl/Fel

0.020 0.0004

0.0$0 0.0183 0.0"! 0.0190 0.030 0.02

0.0+2 0.0000

0.0$ 0.0270 0.02 0.0260 0.0! 0.03

Fpl/Fel


59/85

0.0$! 0.0005

0.0! 0.0005 0.023! 0.0008

0.0$ 0.0019 0.0223 0.0020 0.0 0.0024

0.0 0.0070 0.02 0.0082 0.0! 0.0067

0.020 0.0034 0.0!0 0.0027

0.0"3 0.0034 0.03 0.0027

0.0 0.0002

0.0$0 0.0225 0.0$" 0.0225 0.0 0.0236


60/85

Ratio

0.

!.! +.! 3."

+. $.3 "2.0

Ratio

!. 20.2

22.$ 23.2 2$.


61/85

". +".3 3$.

Ratio

."

!. "." 3+.

0.0

$.$ .$ 22.

Ratio


62/85

3.

3.! 3.!

.! ".0 .3

!.3 3+. !.

$.$ ".!

.$ 20.$

.

!0.3 33.2 20$.0


63/85

Stabilirea coeficientului de suprare%istenta &

(rin%i/etaj

-193 -193 Ω

Med 90 3 90 3 1.767 Med`

Mca 0 0 >ed?

-302 -302 -68.4

103 3 103 3 1.236 13.

0 0

-306 -373 -6.7

71.0 !!+. 100.9 !!+. 1.407 3.

!"." !"."

-373.3 -440.3 34.5

143.1 !!+. 161.5 !!+. 1.071 3!.0

!"." !"."

-430.7 -492.6 73.5204.9 $+.$ 208.7 $+.$ 1.304 .2

303.0 303.0

-476.4 -529.7 106.6

253.8 $+.$ 241.5 $+.$ 1.161 2.

303.0 303.0

-503.9 -545.0 138.6

281.8 $+.$ 254.2 $+.$ 1.100 +$.$

303.0 303.0

-472.3 -490.0 169.8

253.2 $+.$ 199.3 $+.$ 1.232 "!."

303.0 303.0

362.9

2.3


64/85

Momente efective din calcul static in stalpi Med

56.0 -117.5 -192.2

13. +. 13.

74.3 112.2

-51.2 +. -188.5 13. -189.8

3. 02.! 3.

149.4 142.3

-77.7 02.! -257.5 3. -231.0

3!.0 !. 3!.0

222.8 184.8

-108.6 !. -312.0 3!.0 -255.4

.2 +0.+ .2

284.7 218.9-131 +0.+ -355 .2 -273.7

2. 20".2 2.

336 247

-147.1 20".2 -382.3 2. -282.7

+$.$ 22".! +$.$

374.8 270.4

-143.2 22".! -383.4 +$.$ -274.7

"!." 2!2. "!."

415.6 307.2

-83.4 2!2. -256.0 "!." -182.8

2.3 22.+ 2.3

446.3 411.3

22.+ 2.3


65/85

154.3 -323.9

!$. $2!.

Med -131.9 143.2

M@d !2." -98.6 $2".0 -363.4

!"".+ $.3

-14.8 327.9

0!.+ -170.6 $+." -564.9

23.$ .+

57.6 372.1

2+.3 -181.4 20. -521.1

!.0 .+

149.5 579.1!. -267.2 !.0 -721.5

3. .

193.1 607.9

.+ -266.5 ".3 -692.5

$2. ".

237.9 643.0

$$.$ -245.6 "$. -657.8

$".! +0.+

326.4 798.8

3.! -160.3 +0$.2 -492.0

+.0 +0+.2

566.2 696.2

+." +0+.0

Momente de calcul Stalpi Medc)*+#)*,#


66/85


-488.9 -148.2 -312.6 -197.9

!+.

216.24 -173.1 -337.5 -222.9

!+3.! -366.0 -302.7 -629.6 -459.8

30.2

312.23 -327.6 -654.6 -484.7

3!. -506.8 -424.7 -952.2 -748.7

".

308.74 -449.6 -977.2 -773.6

+3.!2 -426.6 -519.3 -1277.2 -1062.6

$2!.

445.35 -544.3 -1302.1 -1087.5$2.2 -556.7 -590.6 -1606.0 -1396.0

$$.!

447.43 -615.6 -1630.9 -1420.9

$$3.+! -511.9 -643.4 -1939.6 -1743.1

$"0.

463.84 -668.3 -1964.5 -1768.1

$". -471.3 -685.2 -2278.6 -2095.7

0".

590.39 -710.2 -2303.6 -2120.7

0.02 -351.4 -738.9 -2627.4 -2426.8

+.

641.69 -763.8 -2652.3 -2451.8

+.

Med


67/85


467.5 624.7 478.1

12Φ20

472.9 629.0 483.4

499.8 675.3 530.2

12Φ20

504.8 678.9 534.8

523.6 717.8 579.5

12Φ20

528.3 720.7 583.4

541.0 751.8 624.1

12Φ20

545.5 754.0 627.2553.5 777.7 661.4

12Φ20

557.8 779.3 663.8

562.5 795.7 690.1

12Φ20

566.6 796.7 691.7

569.4 805.8 709.1

12Φ20

573.4 806.2 710.0

578.0 808.2 718.1

12Φ20

581.9 808.0 718.5


68/85

-ispunerea armaturilor

4Φ25+8Φ20 12Φ20 348.3

4Φ25+8Φ20 12Φ20 372.1

4Φ25+8Φ20 12Φ20 389.6

4Φ25+8Φ20 12Φ20 402.4

4Φ25+8Φ20 12Φ20 411.6

4Φ25+8Φ20 12Φ20 418.2

4Φ25+8Φ20 12Φ20 423.3

4Φ25+8Φ20 12Φ20 429.6


69/85

Forte taietoare de proiectare in stalpi

etaj

464.3 356.1 etaj 7

etaj 6

etaj 5

501.5 394.4 etaj 4

etaj 3

etaj 2

532.8 430.7 etaj 1

etaj 0

557.7 463.4

etaj

576.7 490.8 etaj 7

etaj 6

etaj 5

589.7 511.8 etaj 4

etaj 3

etaj 2

597.0 525.6 etaj 1

etaj 0

598.6 532.1


70/85

Armare forta

Crd,c k As bw d fcd Vrd,c

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

Armare fortaCrd,c k As bw d fcd Vrd,c

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 4069 600 525 23.33 190.2

0.12 1.62 5024 600 525 23.33 204.1

0.12 1.62 5024 600 525 23.33 204.1

0.12 1.62 6079 600 525 23.33 217.5

0.12 1.62 6079 600 525 23.33 217.5

0.12 1.62 7850 600 525 23.33 236.8

0.12 1.62 7850 600 525 23.33 236.8


71/85

aietoare stalp marginal

Ved ν θ ef Φ Asw s nec s ef

356.1 0.544008 45 10 314.2 181.3 150

394.4 0.544008 45 10 314.2 163.7 150

430.7 0.544008 45 10 314.2 149.9 125

463.4 0.544008 45 10 314.2 139.3 125

490.8 0.544008 45 10 314.2 131.6 125

511.8 0.544008 45 10 314.2 126.2 125

525.6 0.544008 45 10 314.2 122.9 100

640.0 0.544008 45 10 314.2 100.9 100

taietoare stalp interiorVed ν θ ef Φ Asw s nec s ef

464.3 0.544008 45 10 314.2 139.1 125

501.5 0.544008 45 10 314.2 128.7 125

532.8 0.544008 45 10 314.2 121.2 100

557.7 0.544008 45 10 314.2 115.8 100

576.7 0.544008 45 10 314.2 112.0 100

589.7 0.544008 45 10 314.2 109.5 100

597.0 0.544008 45 10 314.2 108.2 100

598.6 0.544008 45 10 314.2 107.9 100


72/85

ρw ef ρw min Vrds

0.003 0.0008 430.476733

0.003 0.0008 430.476733

0.004 0.0008 516.57208

0.004 0.0008 516.57208

0.004 0.0008 516.57208

0.004 0.0008 516.57208

0.005 0.0008 645.7151

0.005 0.0008 645.7151

ρw ef ρw min

0.004 0.0008 516.57208

0.004 0.0008 516.57208

0.005 0.0008 645.7151

0.005 0.0008 645.7151

0.005 0.0008 645.7151

0.005 0.0008 645.7151

0.005 0.0008 645.7151

0.005 0.0008 645.7151


73/85

TABL! lement "orces # "rames

"rame $tation &tp&tCas CaseT'pe ( V) V* T

e*t m e*t e*t BN BN BN BN1m

3.3 8D Combinati 13+.+$$ 3.22 0 0

2 3.3 8D Combinati 1$+.20" "!.+! 0 0

3 3.3 8D Combinati 1$!3.3$! +$."+ 0 0

! 3.3 8D Combinati 1"0.$2 2.! 0 0 3.3 8D Combinati 1".33 .+ 0 0

$ 3.3 8D Combinati 1!2!.$! 3!.00 0 0

3.3 8D Combinati 1302.$+3 3.!$! 0 0

+ 3.3 8D Combinati 1!+.$ 13. 0 0

" 3.3 8D Combinati 12$2.32 22.+0" 0 0

0 3.3 8D Combinati 122+.$ 2!2. 0 0

3.3 8D Combinati 1"3".++ 22".!22 0 0

2 3.3 8D Combinati 1$0."$ 20".+$ 0 0

3 3.3 8D Combinati 12.$ +0.+0+ 0 0

! 3.3 8D Combinati 1"2.2!" !.3 0 0 3.3 8D Combinati 1$2".$! 02.3"" 0 0

$ 3.3 8D Combinati 132. +.2$ 0 0

3.3 8D Combinati 12!2$.+03 +0.0 0 0

+ 3.3 8D Combinati 120".3! $.3 0 0

" 3.3 8D Combinati 1!3. $.+ 0 0

20 3.3 8D Combinati 13"."+3 .+! 0 0

2 3.3 8D Combinati 10$2.! !3.!3 0 0

22 3.3 8D Combinati 1!+.$! 2$.003 0 0

23 3.3 8D Combinati 1!".+$ 00.$ 0 0

2! 3.3 8D Combinati 1"."0 "2.23 0 0


74/85

+) +* ramele lem$tation

BN1m BN1m e*t m

0 1+3.3+! 1 3.3

0 1!3.3+ 21 3.3

0 1!.2"" 31 3.3

0 13.3!! !1 3.30 10+.+"" 1 3.3

0 1.32 $1 3.3

0 1.$"+ 1 3.3

0 $.003$ +1 3.3

0 12.""23 "1 3.3

0 13+3.3! 01 3.3

0 13+2.32! 1 3.3

0 13!.$"!+ 21 3.3

0 13.""! 31 3.3

0 12.!$ !1 3.30 1++.!+2$ 1 3.3

0 1.3+! $1 3.3

0 1+2.+2 1 3.3

0 12!.$+0+ +1 3.3

0 12+2.$!2 "1 3.3

0 123.$3+ 201 3.3

0 12.!2 21 3.3

0 1230."0 221 3.3

0 1+".+!!2 231 3.3

0 1"2."2 2!1 3.3


75/85

sectiune *

Armatura 2E+

c +30$

M t 132+

+30$ 0 3!. F 23G,/u- F 1!0G,/u-92 F

30$ $.$30$ 32.

30$ !!.3

!30$ ".0

330$ $$.3

230$ $$+.

30$ "$.2

30$ !2."

1$"! !.

1200 1!3.2

100 0 00 200 300 !00 00 $00

12000

0

2000

!000

$000

+000

0000


76/85

sectiune *

Armatura 2E20

c +$0

t 1$!0

+G,/u-93 !3!. F 200G,/u-

M

+$0 !!.+0"3

00 +00


77/85

sectiune *

Armatura !E22F+E20

c

t

13"!G,/u-92 F !G,/u-93 !. F

M

0!$0 0

"!$0 +!.20

+!$0 3$2.32

!$0 33.0

$!$0 $+".2+0

!$0 ++.+2

!!$0 ".+33

3!$0 "+.$0!

2!$0 "!+.+!$0 +2.""

!$0 +.$"

1!0 !+.30!

1!0 !0.3

12!0 0


78/85

sectiune *

Armatura 2E22

+$+2 c +"2$

12$ t 1"+!

"+G,/u- F 13"$3G,/u-92 F 2$G,/u-93 $. F

M

00$0 0

"0$0 +3.!+$$

+0$0 3".!2

0$0 2+.!"

$0$0 $.+""!

0$0 ".0!!

!0$0 +3."2!2

30$0 +"$.+3

20$0 +!.22"0$0 3!.32"!

$0 2.!

1"!0 2$.2

1"!0 0


79/85

sectiune *

Armatura !E2F+E20

c

t

+G,/u- F 13"0$G,/u-92 F +G,/u-93 $." F


80/85

"0"

12

!G,/u- F 13"32G,/u-92 F 2G,/u-93


81/85



2 0 8D Combinati 3$.!!2 1$.0 0 0

2 . 8D Combinati 3$.!!2 300.$0" 0 0

2$ 0 8D Combinati 0.23 123." 0 0

2$ . 8D Combinati 0.23 2"3.3 0 0

2 0 8D Combinati 0.322 1!.2++ 0 02 . 8D Combinati 0.322 32.!22 0 0

2+ 0 8D Combinati 10.+3 1.$!3 0 0

2+ . 8D Combinati 10.+3 3.0$ 0 0

2" 0 8D Combinati 2."! 1.+3 0 0

2" . 8D Combinati 2."! 30.2 0 0

30 0 8D Combinati 2.0"$ 1.3+ 0 0

30 . 8D Combinati 2.0"$ 30".2 0 0

3 0 8D Combinati .0+ 133.33 0 0

3 . 8D Combinati .0+ 2+2." 0 0

32 0 8D Combinati .+2 120.++ 0 032 . 8D Combinati .+2 2".+2 0 0

33 0 8D Combinati .3 1.0$ 0 0

33 . 8D Combinati .3 2".$0! 0 0

3! 0 8D Combinati 2.0$ 1!0.3$$ 0 0

3! . 8D Combinati 2.0$ 2$.3!! 0 0

3 0 8D Combinati 13.23$ 1+!.!3 0 0

3 . 8D Combinati 13.23$ 232.2 0 0

3$ 0 8D Combinati 1.! 1$.3+ 0 0

3$ . 8D Combinati 1.! 2.332 0 0

3 0 8D Combinati 23.!32 1$." 0 03 . 8D Combinati 23.!32 "".! 0 0

3+ 0 8D Combinati ".323 1"2.3+$ 0 0

3+ . 8D Combinati ".323 22!.32! 0 0

3" 0 8D Combinati 1$.3"$ 13.$ 0 0

3" . 8D Combinati 1$.3"$ +.! 0 0

!0 0 8D Combinati 1$2.!! 13.!03 0 0

!0 . 8D Combinati 1$2.!! +.30 0 0


82/85


0 23.223 21 0 0

0 1!2.2$"! 21 .

0 "".32 2$1 0

0 1!+".""33 2$1 .

0 2+."$3 21 0 0 103."!$ 21 .

0 2!." 2+1 0

0 1!.032! 2+1 .

0 23.2 2"1 0 2

0 1!$.!2!" 2"1 .

0 2!.+! 301 0

0 12".$+$ 301 .

0 20!.+"" 31 0 3

0 1!30.02 31 .

0 20+.$! 321 00 1!"2.+33 321 .

0 !3.0+2 331 0 !

0 133.2"02 331 .

0 $.!+3 3!1 0

0 1!!0.2$$ 3!1 .

0 0.""3+ 31 0

0 130.""+" 31 .

0 00."3 3$1 0

0 133.20 3$1 .

0 1.2$" 31 0 $0 122+.332 31 .

0 3!.!2$+ 3+1 0

0 1302.02$ 3+1 .

0 1$.003$ 3"1 0

0 12.23 3"1 .

0 1!.3+" !01 0

0 1"2."2 !01 .


83/85



e*t m e*t e*t BN BN BN BN1m

3" . :HA:


84/85


BN1m BN1m e*t m

0 13.0+ 3"1 .

0 1"$."2 31 .

0 102.!3+ 31 .

0 10."0! 331 .0 1.02+ 31 .

0 1.!33 2"1 .

0 12!.+!3 21 .

0 13$.!" 21 .


85/85

nma* $000

nu 2+0

N M

0 0

2 2000 !00

3 !000 $00! $000 +00

+2+3.333 0

$ 0$$.$ 00

nma* $200

nu 2+20

N M

0 0

2 20$$.$$ !+0

3 !33.333 0! $200 +$0

+!0$.$$ 20

$ 0$3.33 20

2. armare cadru

Documents