Kontinuirani Nosac Uticajne Linije (Presjek Polje I)

L

b) UTICAJNE LINIJE

1

A

M 1 , T 1, TB ,R B

B

C

D

C

D

    i) sila P=1.0kN u I polju

P=1, 0 kN B

A A



B

B

A

A

B



A

X

P=1, 0 kN B

y

X A

IME I PREZIME

B

PREDMET STATIKA KONSTRUKCIJA II

 

  STR.

2014./2015.

3

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ii) sila P=1.0kN u II polju

P=1, 0 kN A

B

A



B

X

C

B

B

A

A



P=1, 0 kN C

y

X A

B

D B

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iii) sila P=1.0kN u III polju

P=1, 0 kN A A

C

X

B

C

B

B

A

A

P=1, 0 kN D

y

X A

B

D B

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Uticajna linija u presjeku 1 za momenat A

1

B

1. 5 0. 94

Uticajna linija u presjeku 1 za T-silu A

1

B

0. 625 1. 0 0. 375

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Uticajna linija T B 1

A

B

1

Uticajna linija za reakciju R B A

B

R

1. 0

C

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A

1

B

C

   9    0    1  .    0  -

D

M

   1    0  .    0

   7    5  .    0

   3    7    7  .    0  -

 T

   3    4    0  .    0  -

   7    2    2  .    0

   6    6    9  .    0  -

 T    3    4    0  .    0  -