16. Sprawozdanie

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Description

Długość ramienia obciążenie własne belki 0.2 0.3 0.4 0.5 0.6 0.7 0.8

położenie styku 58.50 62.00 64.13 66.20 68.00 69.76 71.70 73.63

delta x 12.80 16.30 18.43 20.50 22.30 24.06 26.00 27.93

naprężenie 27.36 34.84 39.39 43.82 47.66 51.43 55.57 59.70

x0= E= R5= R0= L=

k=

C= 45.7 cm 115 gpa 0.2 om 100 om 100 cm

2.15

2.137397 mpa/cm

E= k= R5= R0= L=

RP=

115 mpa 2.15 0.2 om 100 om 100 cm

ΔE= Δk= ΔR5= ΔR0= ΔL=

1 gpa 0.01 0.01 om 1 om 0.1 cm

100.1

u(Rp)=

0.58

u(Δxi)=

0.244948974278318

u(C)=

0.5890

u(𝜎i)=

1.4297

u(e) u(k) u(R5) u(R0) u(L) u(xi)=u(x0) u(RP)=

Wykres naprężen

43.82 39.39 34.84

NA PR ĘŻ EN IA [M Pa]

27.36

0

0.2

0.3

0.4

0 0.2 0.3 0.4

NA PR ĘŻ EN IA [M Pa]

0.5774 0.0058 0.0058 0.5774 0.0577 0.1732

C=

2.137397 Długość ramienia 0 0.2 0.3 0.4 0.5 0.6 0.7 0.8

0.5774

położenie styku 58.50 62.00 64.13 66.20 68.00 69.76 71.70 73.63

delta x 12.80 16.30 18.43 20.50 22.30 24.06 26.00 27.93

Wykres naprężenia względem długości ramienia

59.70 55.57 51.43 47.66 43.82 39.39

DŁUGOŚĆ RAMIENIA [m] 0.3

0.4

0.5

0.6

0.7

0.8

DŁUGOŚĆ RAMIENIA [m] 0.3

0.4

0.5

0.6

0.7

0.8

naprężenie 27.36 34.84 39.39 43.82 47.66 51.43 55.57 59.70

59.70

OŚĆ RAMIENIA 0.8

C= x0=

45.7 cm

E=

115 gpa

R5=

0.2 om

R0=

100 om

L=

100 cm

k=

2.15

=

2.137397 mpa/cm

115000 mpa

OŚĆ RAMIENIA 0.8

l.p

r[m] 1 2 3 4 5 6 7 8

0 0.2 0.3 0.4 0.5 0.6 0.7 0.8

x[cm] 58.50 62.00 64.13 66.20 68.00 69.76 71.70 73.63

Δx[cm] σ[Mpa] 12.80 27.35869 16.30 34.83958 18.43 39.39224 20.50 43.81665 22.30 47.66396 24.06 51.42578 26.00 55.57233 27.93 59.69751

x0=

45.7

E= k= R5= R0= L=

115 Gpa 2.15 0.2 om 100 om 100 cm

C=

2.137397

Chart Title 70 60 50 40 30 20 10 0

1

2

3

4

5 Column E

6

7

6

7

8

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