Betonske konstrukcije zadatak 1 Predrag Tesic 5680

8.Odredjivanje ordinate pocetne linije zatezucih sila

max Zu=max Mu/odg Z

min Zu=min Mu/odg Z

Presek Početna linija zatežućih sila

x/L z [cm] z [cm]

0 0 0 12.604 0 12.604 00.1 21.96 5.528 12.604 174.23 12.604 43.860.2 38.11 8.908 12.604 302.36 12.604 70.680.3 50.6 12.173 12.604 401.46 12.604 97.370.4 52.95 9.15 12.604 420.105 12.604 72.5960.5 51.69 6.06 12.604 410.11 12.604 48.080.6 44.56 0.75 12.604 353.54 12.604 5.950.7 31.67 -6.66 12.604 251.27 12.344 -53.950.8 12.99 -16.35 12.604 103.06 12.344 -132.450.9 -4.07 -35.57 12.344 -32.97 12.344 -288.16

1 -17.52 -66.44 12.344 -141.93 12.344 -538.241.1 -7.35 -38.46 12.344 59.54 12.344 -311.571.2 6.62 -22.58 12.919 51.24 12.344 -182.921.3 22.196 -16.133 12.919 171.81 12.344 -130.691.4 31.97 -11.83 12.919 247.46 12.344 -95.841.5 35.92 -9.71 12.919 278.04 12.344 -78.661.6 34.09 -9.72 12.919 263.87 12.691 -76.591.7 28.43 -11.91 12.919 220.06 12.691 -93.851.8 13.09 -16.68 12.919 101.32 12.691 -131.431.9 2.303 -23.69 12.919 17.826 12.691 -186.67

2 -5.49 -57.88 12.691 -43.26 12.691 -456.072.1 3.36 -30.44 12.823 26.203 12.691 -239.862.2 15.42 -14.546 12.823 120.25 12.691 -114.622.3 29.55 -8.773 12.823 230.45 12.691 -69.132.4 38.28 5.528 12.823 298.53 12.691 -43.562.5 41.18 -4.45 12.823 321.14 12.691 -35.06

maxMu [kN/m`]

minMu [kN/m`] max Zu

[kN/m`]min Zu [kN/m`]