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C16/20 PC52 OB37

fcm= 24 MPA as1=as2= 35mm fywm= 283.5MPA

fctm= 19 MPA fym= 405 MPA 1.15

1.5 1.15 CF= 1.2

CF= 1.2 CF= 1.2 fywd= 205.4MPA

fcd= 3.3 MPA fyd= 293MPA

fctd= .06 MPA Pmax= 2.50

!"d#s$!wd#%

fc&= 12 M'a   (=0.9d

)1= 0.571 )1=0.6*1+fc,/250-

7.6 M'a

% Ax  !d

ct   ( !"d#max Asw !"d#s Asw#% !wd#%

, ad mm , mm' , mm' , ,

M '(%t%

P A$ 32.306 21.8 2.50 522.0 342.00 100.6 134.83 0   0   134.83

P B d$ 57.545 21.8 2.50 333.0 218.17 100.6 86.01 0   0   86.01

P C d$ 24.411 21.8 2.50 522.0 342.00 100.6 134.83 0   0   134.83

M at%

P B st1+ 50.371 21.8 2.50 522.0 342.00 100.6 134.83 314.16   65.2   200.03

P C st1+ 70.785 21.8 2.50 333.0 218.17 100.6 86.01 314.16   65.2   151.21

P st1+ 61.706 21.8 2.50 522.0 342.00 100.6 134.83 314.16   65.2   200.03

s=

c=   s=

!"d#max= :(:fcd2/ta$ct

!"d#s= Asw:f yw&:(:ct/s

!wd#%= Asw#%:f yd:s%;

!"d=

21.8

8/19/2019 Expertizare Beton

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4.17 &

1.49 &

5.52 &

3.97 &

2.14 &

3.24 &

"3 ! "3 !>1

8/19/2019 Expertizare Beton

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!%?ca d'asa% d % @@

@ty P%t ad =@@ a=@@ !%?ca

@DO"7 44 @E@M 0.5014 0.0281 0.01405 0.0288 A

@DO"6 44 @E@M 0.4733 0.0504 0.0252 0.0288 A

@DO"5 44 @E@M 0.4229 0.0713 0.03565 0.0288

@DO"4 44 @E@M 0.3516 0.0881 0.04405 0.0288

@DO"3 44 @E@M 0.2635 0.0996 0.0498 0.0288

@DO"2 44 @E@M 0.1639 0.1008 0.0504 0.0288

@DO"1 44 @E@M 0.0631 0.0631 0.03155 0.0288

BA@E 44 @E@M 0 0 0 0

!%?ca d'asa% d % @

@ty P%t ad =@ a=@ !%?ca

@DO"7 44 @E@M 0.5014 0.0281 0.033046 0.09 A

@DO"6 44 @E@M 0.4733 0.0504 0.05927 0.09 A

@DO"5 44 @E@M 0.4229 0.0713 0.083849 0.09 A

@DO"4 44 @E@M 0.3516 0.0881 0.103606 0.09

@DO"3 44 @E@M 0.2635 0.0996 0.11713 0.09

@DO"2 44 @E@M 0.1639 0.1008 0.118541 0.09

@DO"1 44 @E@M 0.0631 0.0631 0.074206 0.09 A

BA@E 44 @E@M 0 0 0 0