Betonske Konstrukcije II 1

x[m] Ved,r Ted,r VRd,c TRd,c 0.000 100.418 145.100 123.710 53.020 0.475 100.418 145.100 123.710 53.020 0.500 99.331 143.950 123.710 53.020 1.000 77.601 120.950 123.710 53.020 1.500 55.871 97.950 123.710 53.020 2.000 34.141 74.950 123.710 53.020 2.500 12.411 51.950 123.710 53.020 2.574 9.195 48.546 123.710 53.020 2.575 9.152 48.500 123.710 53.020 3.000 -9.319 28.950 123.710 53.020 3.500 -31.049 5.950 123.710 53.020

X[m] 0.000 0.475 0.500 1.000 1.500 2.000 2.500 2.574 2.575 3.000 3.300 3.500

VEd,r(x) TEd,r(x) Ved*(x) θ(x)>21.8° 100.418 145.100 316.253 31.256 100.418 145.100 316.253 31.256 99.331 143.950 313.601 30.810 77.601 120.950 260.565 23.606 55.871 97.950 207.529 21.801 34.141 74.950 154.493 21.801 12.411 51.950 101.457 21.801 9.195 48.546 93.608 21.801 9.152 48.500 93.501 21.801 -9.319 28.950 48.421 21.801 -22.357 15.150 16.599 21.801 -31.049 5.950 -4.615 21.801

3.548 3.548 3.518 2.908 2.299 1.690 1.080 0.990 0.000 0.000 0.000

d tef Ak z=0.9d V b fcd fwyd h

Asw/s 0.1293 0.1293 0.1259 0.0767 0.0559 0.0416 0.0273 0.0252 0.000 0.000 0.000 0.000

0.1600 0.1400 Ø8/7.5, m=20.1293 0.1200 0.1000

X[m] 0.000 0.250 0.475 0.500 0.750 1.000 1.250 1.500 1.750 2.000 2.250 2.500 2.574 2.575

VEd,r(x) TEd,r(x) Ved*(x) θ(x)>21.8° 100.418 145.100 316.253 31.256 100.418 145.100 316.253 31.256 100.418 145.100 316.253 31.256 99.331 143.950 313.601 30.810 88.466 132.450 287.083 26.894 77.601 120.950 260.565 23.606 66.736 109.450 234.047 21.801 55.871 97.950 207.529 21.801 45.006 86.450 181.011 21.801 34.141 74.950 154.493 21.801 23.276 63.450 127.975 21.801 12.411 51.950 101.457 21.801 9.195 48.546 93.608 21.801 9.152 48.500 93.501 21.801

Asw/s 0.1293 0.1293 0.1293 0.1259 0.0981 0.0767 0.0630 0.0559 0.0488 0.0416 0.0345 0.0273 0.0252 0.0000

Asw/s

0.0800 0.0600 0.0400 0.0200 0.0000 0.000

0.250

2.750 3.000 3.250 3.300 3.500

1.546 -9.319 -20.184 -22.357 -31.049

40.450 28.950 17.450 15.150 5.950

74.939 48.421 21.903 16.599 -4.615

21.801 21.801 21.801 21.801 21.801

0.0000 0.0000 0.0000 0.0000 0.0000

66 12.73 1561.75 59.4 0.54 40 1.7 50 70

0.1400

Asw/w=2*Ved*/ (z*fywd*ctgθ)

0.1200

0.1000

0.0800 Asw/w=2*Ved*/(z*fywd*ctgθ) 0.0600

0.0400

0.0200

0.0000 0.000

0.500

1.000

1.500

0.1600 0.1400 Ø8/7.5, m=20.1293 0.1200

0,1340 Ø8/10, m=2

0.1000

0,1005

0.0981

0.0800 0.0767

0.0600

0.0630 Ø8/20, m=2

0.0400

0,050

0.0488 0.0345

0.0200 0.0000 0.000

0.250

0.500

0.750

1.000

1.250

1.500

1.750 X[m]

2.000

2.250

0.0252

2.500

2.750

3.000

3.250

0

1.000

1.500

2.000

050

52

2.750

3.000

3.250

3.500

2.500

3.000

3.500