Fc28 γb Fbu σs

fc28 2500 t/m2 fe 40000 t/m2 majoration 1

1.5 1.15Fbu 1416.7 t/m2 fed 34783 t/m2

40 t/m2

NOMBRE DE NIVEAUX 3N

t/m2 m m t/m2 m t/m2 T3 0.15 1 0.14 0.06 0.25 2.9 0.2 02 0.15 1 0.16 0.06 0.25 2.9 0.2 01 0.15 0.9 0.16 0.06 0.25 2.9 0.2 00 0.15 0.8 0.16 0.06 0.25 2.9 0.2 0-1 0.15 0.7 0 0.06 0.25 1.5 0.2 0-2 0.15 0.7 0 0.15 0.25 1.5 0.2 0

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

majoration 1NOMBRE DE TRAVEES 3POUTRE P3

t/m2 m m t/m2 cm cm m t/m2T1 1 2.5 0 0.25 0.2 0 0 5.6 0.2T2 2 0.15 0.14 0.06 0.25 0 0 3 0.2T3 3 0.15 0.14 0.06 0.25 0 0 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 5 1.5 1 13.7 0.000 1.0250 3.7 0.7 0.2 3.3 0.123 0.7750 3.7 0.7 0.2 3 0.123 0.775

elalmlbl

mt/m2 t/m2 t/m2 t/ml t/ml t/ml t.m t.m

2.5 3.525 5.1338 0.0 17.63 25.67 413.5 602.2 0.2830.15 0.925 1.2712 0.0 3.55 4.87 4.8 6.6 0.1670.15 0.925 1.2712 0.0 3.55 4.87 4.0 5.5 0.138

a b 1000e A T T T T T T12 14 16 18 20 32

1.13 1.54 2.01 2.54 3.14 8.040.427 0.829 4.691 34783 0.0232 205.2 150.7 115.4 91.2 73.9 28.90.230 0.908 10.000 34783 0.0012 10.3 7.6 5.8 4.6 3.7 1.40.187 0.925 10.000 34783 0.0009 8.4 6.1 4.7 3.7 3.0 1.2

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

t/m2 m m t/m2 cm cm m t/m2T1 1 0.15 0.14 0.06 0.25 0 0 3 0.2T2 2 0.15 0.14 0.06 0.25 0 0 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 3.4 0.8 0.2 3.9 0.140 0.7750 3.4 0.8 0.2 4.45 0.140 0.775

elalmlbl

0.15 0.925 1.2712 0.0 3.28 4.51 6.2 8.6 0.1890.15 0.925 1.2712 0.0 3.28 4.51 8.1 11.2 0.246

a b 1000e A T T T T T12 14 16 18 20

1.13 1.54 2.01 2.54 3.140.264 0.894 9.734 34783 0.0015 13.5 10.0 7.6 6.0 4.90.360 0.856 6.232 34783 0.0021 18.4 13.5 10.4 8.2 6.6

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 3 0.8 0.2 3.4 0.140 0.7750 3 0.8 0.2 4.3 0.140 0.775

elalmlbl

0.15 0.925 1.2712 0.0 2.92 4.00 4.2 5.8 0.1280.15 0.925 1.2712 0.0 2.92 4.00 6.7 9.3 0.204

a b 1000e A T T T T T12 14 16 18 20

1.13 1.54 2.01 2.54 3.140.171 0.932 10.000 34783 0.0010 8.8 6.4 4.9 3.9 3.20.288 0.885 8.638 34783 0.0017 14.8 10.9 8.3 6.6 5.3

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 3.7 0.8 0.2 2.8 0.140 0.7750 3.7 0.8 0.2 3.9 0.140 0.775

elalmlbl

0.15 0.925 1.2712 0.0 3.56 4.89 3.5 4.8 0.1060.15 0.925 1.2712 0.0 3.56 4.89 6.8 9.3 0.205

a b 1000e A T T T T T12 14 16 18 20

1.13 1.54 2.01 2.54 3.140.140 0.944 10.000 34783 0.0008 7.2 5.3 4.0 3.2 2.60.290 0.884 8.562 34783 0.0017 14.9 10.9 8.4 6.6 5.4

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 4 0.8 0.2 2.8 0.140 0.7750 4 0.8 0.2 3.9 0.140 0.775

elalmlbl

0.15 0.925 1.2712 0.0 3.84 5.27 3.8 5.2 0.1140.15 0.925 1.2712 0.0 3.84 5.27 7.3 10.0 0.221

a b 1000e A T T T T T12 14 16 18 20

1.13 1.54 2.01 2.54 3.140.152 0.939 10.000 34783 0.0009 7.8 5.7 4.4 3.5 2.80.317 0.873 7.556 34783 0.0018 16.2 11.9 9.1 7.2 5.8

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 2.9 0.8 0.2 3.4 0.140 0.7750 2.2 0.8 0.2 3.1 0.140 0.775

elalmlbl

0.35 1.125 1.5712 0.0 3.40 4.75 4.9 6.9 0.1510.15 0.925 1.2712 0.0 2.18 2.99 2.6 3.6 0.079

a b 1000e A T T T T T T10 12 14 16 18 20

0.79 1.13 1.54 2.01 2.54 3.140.206 0.918 10.000 34783 0.0012 15.2 10.6 7.8 5.9 4.7 3.80.103 0.959 10.000 34783 0.0006 7.6 5.3 3.9 3.0 2.3 1.9

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

t/m2 m m t/m2 cm cm m t/m2T1 1 0.15 0.14 0.06 0 20 5 3 0.2T2 2 0.15 0.14 0.06 0 20 5 3 0.2T3 2 0.15 0.14 0.06 0 20 5 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 0.8 0.59 0.2 1.6 1 0.103 0.5250 0.8 0.59 0.2 2 0 0.103 0.5250 0.8 0.59 0.2 2.8 0 0.103 0.525

elalmlbl

0.15 0.675 0.9338 1.1 1.72 2.34 2.21 3.00 0.0900.15 0.675 0.9338 1.1 1.72 2.34 0.86 1.17 0.0350.15 0.675 0.9338 1.1 1.72 2.34 1.69 2.30 0.069

a b 1000e A T T T T T T10 12 14 16 18 20

0.79 1.13 1.54 2.01 2.54 3.140.118 0.953 10.000 34783 0.0005 6.4 4.4 3.3 2.5 2.0 1.60.045 0.982 10.000 34783 0.0002 2.4 1.7 1.2 0.9 0.7 0.60.089 0.964 10.000 34783 0.0004 4.8 3.4 2.5 1.9 1.5 1.2

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

t/m2 m m t/m2 cm cm m t/m2T1 1 0.15 0.14 0.06 0 20 5 3 0.2T2 2 0.15 0.14 0.06 0 20 5 3 0.2T3 3 0.15 0.14 0.06 0 20 5 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 0.75 0.54 0.2 3.7 0 0.095 0.5250 0.75 0.54 0.2 2.9 0 0.095 0.5250 0.75 0.54 0.2 2.4 0 0.095 0.525

elalmlbl

0.15 0.675 0.9338 1.1 1.68 2.29 2.88 3.91 0.1280.15 0.675 0.9338 1.1 1.68 2.29 1.77 2.40 0.0790.15 0.675 0.9338 1.1 1.68 2.29 1.21 1.65 0.054

a b 1000e A T T T T T T10 12 14 16 18 20

0.79 1.13 1.54 2.01 2.54 3.140.172 0.931 10.000 34783 0.0007 8.5 5.9 4.4 3.3 2.6 2.10.102 0.959 10.000 34783 0.0004 5.1 3.5 2.6 2.0 1.6 1.30.069 0.972 10.000 34783 0.0003 3.4 2.4 1.8 1.3 1.1 0.9

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

t/m2 m m t/m2 cm cm m t/m2T1 1 0.25 0 0.2 0.25 0 0 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 3.3 0.6 0.2 2.3 0 0.000 0.95

elalmlbl

0.25 1.2 1.6575 0.0 3.96 5.47 2.62 3.62 0.106

a b 1000e A T T T T T T10 12 14 16 18 20

0.79 1.13 1.54 2.01 2.54 3.140.141 0.944 10.000 34783 0.0006 7.8 5.4 4.0 3.0 2.4 1.9

fc28 2500 t/m2 fe 40000 t/m2

1.5 1.15Fbu 1416.67 t/m2 fed 34783 t/m2

40 t/m2

t/m2 m m t/m2 cm cm m t/m2N1 1 0.35 0.14 0.06 0.25 0 0 3 0.2N2 1 0.15 0.14 0.06 0.25 0 0 3 0.2N3 1 0.15 0.14 0.06 0.25 0 0 3 0.2N4 1 0.15 0.14 0.06 0.25 0 0 3 0.2N5 1 0.15 0.14 0.06 0.25 0 0 3 0.2N6 1 0.15 0.14 0.06 0.25 0 0 3 0.2N7 1 0.15 0.14 0.06 0.25 0 0 3 0.2N8 1 0.15 0.14 0.06 0.25 0 0 3 0.2N9 1 0.15 0.14 0.06 0.25 0 0 3 0.2

Es 20000000 t/m2

0.00173910.6680.3920.733

b h t/m2t/ml m m m m0 0.54 0.14 0.2 1.8 1 0.025 0.7750 0.54 0.14 0.2 3.2 0 0.025 0.7750 0.54 0.14 0.2 1.4 0 0.025 0.7750 0.54 0.14 0.2 2.8 0 0.025 0.7750 0.54 0.14 0.2 2.2 0 0.025 0.7750 0.54 0.14 0.2 2.4 0 0.025 0.7750 0.54 0.14 0.2 3.4 0 0.025 0.7750 0.54 0.14 0.2 3 0 0.025 0.7750 0.54 0.14 0.2 0.7 1 0.025 0.775

elalmlbl

0.35 1.125 1.5712 0.0 0.63 0.88 1.02 1.43 0.1800.15 0.925 1.2712 0.0 0.52 0.72 0.67 0.92 0.1160.15 0.925 1.2712 0.0 0.52 0.72 0.13 0.18 0.0220.15 0.925 1.2712 0.0 0.52 0.72 0.51 0.71 0.0890.15 0.925 1.2712 0.0 0.52 0.72 0.32 0.44 0.0550.15 0.925 1.2712 0.0 0.52 0.72 0.38 0.52 0.0650.15 0.925 1.2712 0.0 0.52 0.72 0.76 1.04 0.1310.15 0.925 1.2712 0.0 0.52 0.72 0.59 0.81 0.1020.15 0.925 1.2712 0.0 0.52 0.72 0.13 0.18 0.022

a b 1000e A T T T T T T10 12 14 16 18 20

0.79 1.13 1.54 2.01 2.54 3.140.250 0.900 10.000 34783 0.0003 3.2 2.2 1.6 1.3 1.0 0.80.155 0.938 10.000 34783 0.0002 2.0 1.4 1.0 0.8 0.6 0.50.028 0.989 10.000 34783 0.0000 0.4 0.3 0.2 0.1 0.1 0.10.117 0.953 10.000 34783 0.0001 1.5 1.0 0.8 0.6 0.5 0.40.071 0.972 10.000 34783 0.0001 0.9 0.6 0.5 0.4 0.3 0.20.084 0.966 10.000 34783 0.0001 1.1 0.8 0.6 0.4 0.3 0.30.176 0.929 10.000 34783 0.0002 2.3 1.6 1.2 0.9 0.7 0.60.135 0.946 10.000 34783 0.0001 1.7 1.2 0.9 0.7 0.5 0.40.028 0.989 10.000 34783 0.0000 0.4 0.3 0.2 0.1 0.1 0.1

N1N2N3N4N5N6N7N8N9

m a b 1000e

0 0.0000 1.000 10.000

0.002 0.0025 0.999 10.000

0.004 0.0050 0.998 10.000

0.006 0.0075 0.997 10.000

0.008 0.0100 0.996 10.000

0.01 0.0126 0.995 10.0000.012 0.0151 0.994 10.0000.014 0.0176 0.993 10.0000.016 0.0202 0.992 10.0000.018 0.0227 0.991 10.000

0.02 0.0253 0.990 10.0000.022 0.0278 0.989 10.0000.024 0.0304 0.988 10.0000.026 0.0329 0.987 10.0000.028 0.0355 0.986 10.000

0.03 0.0381 0.985 10.0000.032 0.0407 0.984 10.0000.034 0.0432 0.983 10.0000.036 0.0458 0.982 10.0000.038 0.0484 0.981 10.000

0.04 0.0510 0.980 10.0000.042 0.0537 0.979 10.0000.044 0.0563 0.977 10.0000.046 0.0589 0.976 10.0000.048 0.0615 0.975 10.000

0.05 0.0641 0.974 10.0000.052 0.0668 0.973 10.0000.054 0.0694 0.972 10.0000.056 0.0721 0.971 10.0000.058 0.0747 0.970 10.000

0.06 0.0774 0.969 10.0000.062 0.0801 0.968 10.0000.064 0.0827 0.967 10.0000.066 0.0854 0.966 10.0000.068 0.0881 0.965 10.000

0.07 0.0908 0.964 10.0000.072 0.0935 0.963 10.0000.074 0.0962 0.962 10.0000.076 0.0989 0.960 10.0000.078 0.1016 0.959 10.000

0.08 0.1044 0.958 10.0000.082 0.1071 0.957 10.000

0.084 0.1098 0.956 10.0000.086 0.1126 0.955 10.0000.088 0.1153 0.954 10.000

0.09 0.1181 0.953 10.0000.092 0.1208 0.952 10.0000.094 0.1236 0.951 10.0000.096 0.1264 0.949 10.0000.098 0.1292 0.948 10.000

0.1 0.1320 0.947 10.0000.102 0.1348 0.946 10.0000.104 0.1376 0.945 10.0000.106 0.1404 0.944 10.0000.108 0.1432 0.943 10.000

0.11 0.1460 0.942 10.0000.112 0.1489 0.940 10.0000.114 0.1517 0.939 10.0000.116 0.1546 0.938 10.0000.118 0.1574 0.937 10.000

0.12 0.1603 0.936 10.0000.122 0.1631 0.935 10.0000.124 0.1660 0.934 10.0000.126 0.1689 0.932 10.0000.128 0.1718 0.931 10.000

0.13 0.1747 0.930 10.0000.132 0.1776 0.929 10.0000.134 0.1805 0.928 10.0000.136 0.1835 0.927 10.0000.138 0.1864 0.925 10.000

0.14 0.1893 0.924 10.0000.142 0.1923 0.923 10.0000.144 0.1952 0.922 10.0000.146 0.1982 0.921 10.0000.148 0.2012 0.920 10.000

0.15 0.2042 0.918 10.0000.152 0.2072 0.917 10.0000.154 0.2102 0.916 10.0000.156 0.2132 0.915 10.0000.158 0.2162 0.914 10.000

0.16 0.2192 0.912 10.0000.162 0.2223 0.911 10.0000.164 0.2253 0.910 10.0000.166 0.2284 0.909 10.0000.168 0.2314 0.907 10.000

0.17 0.2345 0.906 10.0000.172 0.2376 0.905 10.0000.174 0.2407 0.904 10.0000.176 0.2438 0.902 10.0000.178 0.2469 0.901 10.000

0.18 0.2500 0.900 10.0000.182 0.2531 0.899 10.0000.184 0.2563 0.897 10.0000.186 0.2594 0.896 9.9920.188 0.2626 0.895 9.829

0.19 0.2657 0.894 9.670

0.192 0.2689 0.892 9.5150.194 0.2721 0.891 9.3620.196 0.2753 0.890 9.2120.198 0.2785 0.889 9.066

0.2 0.2818 0.887 8.9220.202 0.2850 0.886 8.7810.204 0.2882 0.885 8.6430.206 0.2915 0.883 8.5070.208 0.2948 0.882 8.374

0.21 0.2980 0.881 8.2440.212 0.3013 0.879 8.1160.214 0.3046 0.878 7.9900.216 0.3079 0.877 7.8660.218 0.3113 0.875 7.745

0.22 0.3146 0.874 7.6260.222 0.3179 0.873 7.5090.224 0.3213 0.871 7.3940.226 0.3247 0.870 7.2800.228 0.3280 0.869 7.169

0.23 0.3314 0.867 7.0600.232 0.3348 0.866 6.9520.234 0.3383 0.865 6.8470.236 0.3417 0.863 6.7430.238 0.3452 0.862 6.640

0.24 0.3486 0.861 6.5400.242 0.3521 0.859 6.4410.244 0.3556 0.858 6.3430.246 0.3591 0.856 6.2470.248 0.3626 0.855 6.153

0.25 0.3661 0.854 6.0600.252 0.3697 0.852 5.9680.254 0.3732 0.851 5.8780.256 0.3768 0.849 5.7890.258 0.3804 0.848 5.701

0.26 0.3840 0.846 5.6150.262 0.3876 0.845 5.5300.264 0.3912 0.844 5.4460.266 0.3949 0.842 5.3640.268 0.3985 0.841 5.282

0.27 0.4022 0.839 5.2020.272 0.4059 0.838 5.1230.274 0.4096 0.836 5.0450.276 0.4133 0.835 4.9680.278 0.4171 0.833 4.892

0.28 0.4208 0.832 4.8170.282 0.4246 0.830 4.7430.284 0.4284 0.829 4.6700.286 0.4322 0.827 4.5980.288 0.4361 0.826 4.526

0.29 0.4399 0.824 4.4560.292 0.4438 0.822 4.3870.294 0.4477 0.821 4.3180.296 0.4516 0.819 4.2510.298 0.4555 0.818 4.184

0.3 0.4594 0.816 4.1180.302 0.4634 0.815 4.0530.304 0.4674 0.813 3.9890.306 0.4714 0.811 3.9250.308 0.4754 0.810 3.862

0.31 0.4794 0.808 3.8000.312 0.4835 0.807 3.7390.314 0.4876 0.805 3.6780.316 0.4917 0.803 3.6180.318 0.4958 0.802 3.559

0.32 0.5000 0.800 3.5000.322 0.5042 0.798 3.4420.324 0.5084 0.797 3.3850.326 0.5126 0.795 3.3280.328 0.5169 0.793 3.272

0.33 0.5211 0.792 3.2160.332 0.5254 0.790 3.1610.334 0.5298 0.788 3.1070.336 0.5341 0.786 3.0530.338 0.5385 0.785 3.000

0.34 0.5429 0.783 2.9470.342 0.5473 0.781 2.8950.344 0.5518 0.779 2.8430.346 0.5563 0.777 2.7920.348 0.5608 0.776 2.741

0.35 0.5653 0.774 2.6910.352 0.5699 0.772 2.6410.354 0.5745 0.770 2.5920.356 0.5792 0.768 2.5430.358 0.5839 0.766 2.495

0.36 0.5886 0.765 2.4470.362 0.5933 0.763 2.3990.364 0.5981 0.761 2.3520.366 0.6029 0.759 2.3050.368 0.6077 0.757 2.259

0.37 0.6126 0.755 2.2130.372 0.6175 0.753 2.1680.374 0.6225 0.751 2.1220.376 0.6275 0.749 2.0780.378 0.6325 0.747 2.033

0.38 0.6376 0.745 1.9890.382 0.6428 0.743 1.9450.384 0.6479 0.741 1.9020.386 0.6531 0.739 1.8590.388 0.6584 0.737 1.816

0.39 0.6637 0.735 1.7730.392 0.6691 0.732 1.7310.394 0.6745 0.730 1.6890.396 0.6799 0.728 1.6480.398 0.6854 0.726 1.606

0.4 0.6910 0.724 1.5650.402 0.6966 0.721 1.5240.404 0.7023 0.719 1.4840.406 0.7080 0.717 1.443

0.408 0.7138 0.714 1.4030.41 0.7197 0.712 1.363

0.412 0.7256 0.710 1.3240.414 0.7316 0.707 1.2840.416 0.7377 0.705 1.2450.418 0.7438 0.702 1.206

0.42 0.7500 0.700 1.1670.422 0.7563 0.697 1.1280.424 0.7627 0.695 1.0890.426 0.7691 0.692 1.0510.428 0.7757 0.690 1.012

0.43 0.7823 0.687 0.9740.432 0.7890 0.684 0.9360.434 0.7959 0.682 0.8980.436 0.8028 0.679 0.8600.438 0.8098 0.676 0.822

0.44 0.8170 0.673 0.7840.442 0.8243 0.670 0.7460.444 0.8317 0.667 0.7080.446 0.8392 0.664 0.6710.448 0.8469 0.661 0.633

0.45 0.8547 0.658 0.5950.452 0.8627 0.655 0.5570.454 0.8709 0.652 0.5190.456 0.8792 0.648 0.4810.458 0.8877 0.645 0.443

0.46 0.8964 0.641 0.4040.462 0.9054 0.638 0.3660.464 0.9146 0.634 0.3270.466 0.9240 0.630 0.2880.468 0.9338 0.626 0.248

0.47 0.9438 0.622 0.2080.472 0.9542 0.618 0.1680.474 0.9650 0.614 0.1270.476 0.9761 0.610 0.0860.478 0.9878 0.605 0.043

Fc28 γb Fbu σs

Documents

New Microsoft Word Document - ASE3. Se consideră o acţiune care nu plăteşte dividende având ecuaţia de dinamică a cursului dS t = μS t dt + σS t dB t Fie un derivativ al acestei

1 DNA Binding Properties of Human Pol γB José A. Carrodeguas

The Mohr Circle - SERCserc.carleton.edu/.../activities/mohr_stress_circle_exercise-kr.pdf · σs σn 100 200 300 400 500 100 200-100-200-σs-σn (c) Using the Mohr circle below, what

PRAKTEK-MEKTAN · Web viewUntuk mendapatkan berat isi kering maksimum (γb) maks, kadar air optimum (w), serta berat isi kering maksimum (γd) maks, pada uji pemadatan di laboratorium

Etude d’un bâtiment avec établissement du devis mis …dspace.univ-tlemcen.dz/bitstream/112/9894/1/Ms.Gc.Cherroud.pdf · D’après BAEL 91 modifiée 99 : Si : fc28 ≤ 60 MPa

Ω 8 Γb Ωloc - Department of Computer Science - Old ...mln/ltrs-pdfs/icase-1996-37.pdfWe have a ful l de c oupling b etwe en (7) and (8). They c an (and actual ly wil l) b e discr

La Tierra y su entorno (FC28 - PDV 2013)

DOPUŠTENA NAPREZANJA - riteh.uniri.hr · PDF fileS. Zelenika KE I 31.ppt DOPUŠTENA NAPREZANJA VRSTE OPTEREĆENJA S OBZIROM NA PROMJENU U VREMENU Statičko opterećenje: G σs t σ

SSLS134 - Calcul de ferraillage CAPRA et MAURY : [] · σs: limite d'élasticité de l'acier ... 2.1 Méthode de calcul Les densités des aciers longitudinaux sont calculées selon

POUTRE PSS LEADER POUTRE PAP - Sauvignet … · La poutre PSS est à considérer comme un élément ... un béton d’une résistance minimale à 28 jours fc28 de 35 MPa, 15 MPa au

Origin of Chemical Shifts - University of Georgiatesla.ccrc.uga.edu/courses/...Chemical_Shifts_2017.pdf · Empirical Properties of Chemical Shift υ i (Hz) = γB 0 (1-σ i) /2π Measurements

Sadržaj - grf.bg.ac.rs · Modeliranje ponašanja betona -DIMENZIONISANJE PRIMER: SAVIJANJE SILAMA f F,q fk 95% fd = fk/γM 95% Fk Fd = Fk·γF Rd Ed εc εs σc σs Modeliranje konstrukcije

Rola alternatywnych czynników sigma S (σS) i sigma B (σB ... · ROLA ALTERNATYWNYCH CZYNNIKÓW SIGMA S (σS) I SIGMA B (σB)... 307 nego typu bodźca komórkowego do czynnika sigma

Structures of E coli S-transcription initiation …σS-TIC2 1-h soaking with CTP only σS-TIC3 1-h soaking with CTP, UTP, and GTP Data collection Space group P2 12 12 1 P2 12 12 1

FMP - Amazon Web Servicesdownloads.edupristine.com.s3.amazonaws.com/FRM_I/FRM_Formulas… · Choice of contracts • Optimal Hedge Ratio: Where • σS is the standard deviation of

Calcolo a fatica oligociclica di componenti meccanicidma.ing.uniroma1.it/users/broggiato/cdm/ancona/no/cdm1/...di componenti meccanici σa lg N σR σS σN N σLF ∼104 107÷108 Numero

elfero-fc28.kxcdn.comluanb!pu! seUÔ!SUOO sal Isa .e6eu0!J1ep al enb Ipeddetu l! Isa,u epuos eunone sap es uo 'ON .19!wap at Coes .nua) ! eqonol Jns wessaJd -9] ua nualqo Isa a-I 'luepuodsa]loo

Verifica sismica di edifici esistenti in c.a. · σs =215 MPa File Edificio 2012.xls –foglio Mater e CarUnit Carichi unitari e materiali Materiali: di progetto • Calcestruzzo

POST. MIKROBIOL., ROLA ALTERNATYWNYCH CZYNNIKÓW … · ROLA ALTERNATYWNYCH CZYNNIKÓW SIGMA S (σS) I SIGMA B (σB)... 307 nego typu bodźca komórkowego do czynnika sigma B zachodzi

The Mohr Circle...σs σn 100 200 300 400 500 100 200-100-200-σs-σn (c) Using the Mohr circle below, what are the values of the normal and shear stresses acting on two planes with