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Uzdevums un norādījumi kursa projekta “Tilts ar tērauda laiduma ...

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Atrisinājums<br />

a) Nosaka attālumus st<strong>ar</strong>p simetriski novietotu siju asīm:<br />

a 1 = 1.0 x 5 = 5 m; a 2 = 1.0 x 3 = 3 m; a 3 = 1 m.<br />

b) Aprēķina ietekmes līniju ordinātas zem malējām sijām:<br />

2<br />

1 5<br />

η<br />

1<br />

= +<br />

= 0.524 ;<br />

2 2<br />

6 2(5 + 3 + 1)<br />

2<br />

1 5<br />

η<br />

6<br />

= −<br />

= −0.190<br />

.<br />

2 2<br />

6 2(5 + 3 + 1)<br />

c) Aprēķina ietekmes līnijas ordinātas zem slodzēm:<br />

Nosaka ietekmes līnijas slīpumu: i = (0.524 + 0.190) / 5.0 m = 0.142<br />

y 1 = 0.142 x 4.16 = 0.59<br />

y 2 = 0.142 x 2.16 = 0.31<br />

y 3 = 0.142 x 1.16 = 0.16<br />

y 5 = 0.142 x 3.16 = 0.45<br />

y 4 = 0.142 x (-0.84) = -0.12<br />

y 6 = 0.142 x 1.66 = 0.24<br />

y 7 = 0.142 x 5.16 = 0.73<br />

y 8 = 0.142 x (-2.34) = -0.33<br />

d) Nosaka šķērsnovietojumu koeficientus saskaņā <strong>ar</strong> formulām (6) – (11):<br />

k 1 = (0.59 + 0.31) / 2 = 0.45<br />

k 2 = (0.16 + (-0.12)) / 2 = 0.02<br />

k 3 = 0.45 x 3 = 1.35<br />

k 4 = (0.24 x 1.66) / 2 + (-0.19 x 1.34)/2 = 0.20 – 0.13 = 0.07<br />

k 5 = 0.73 x 1.0 = 0.73<br />

k 6 = (((-0.19 + (-0.33))/2) x 1.0 = -0.26<br />

17

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