Beispiel 5.

225

y _ t>4_ y_

100 Pn ’ ~(y "— 1 )*

300 1.03

~ 100 ' • (1 03 — l ) 2

_ 60 X 1.03

— _ 0.09 ~

_ 61.8~ 0.09= 686.66

IT

r av + ®

-238

= 1.03= 1137.42

TU

= [v,>.y V2 + 1 -(v 2 + i) y V2 + l]

r -13 -12 -i

= [12 X 1-03 —(12 + 1)1.03 +lj

= [(12 X 3-469) — (13 X 1-426) + lj

= 17.628 — 18.538 + 1= 0.090

TV = t? • ■*-

— 1

= 1.03

y v -1

120

18 1.03 — 1

-20

1.03 — 1

668.03 — 1

~ 1,703 1.8063 — 1

= 1.703 X 327.27= 1408.84

v = [ v • y v + 1 — ( v + 1) • y v + 1 J

r 21 -20 -i

= [20 X 1-03 —(20 + 1)1.03 I l|

= [(20 X 1-301) — (21 X l-«063) + lj

= I 37.22 —37.93 + 1 I

= 0.29

VI = [v . y* + 1 - (v + 1) y? - (v -<p) (y - 1) + l]

r —19 — 18 “I

= | 20 X 1.03 - (20 + 1 ) 1.03 — (20 — 18 ) ( 1.03 — 1 ) + 1 |

= [(20 X 1 - 104 ) — (21 X 1 - 703 ) — ( 2 X 0 . 03 ) + l ]

= [. 35.08 — 35.76 — 0.06 + 1 ]

= 0.26

Rttttinger, Massivbau und Holzbau.