obteŽba s snegom - občina rogatec

OBTEŽBA S SNEGOM

SIST EN 1991 - 1 - 3 EC 1

KRAJ: Rogatec

nadm. viš. A= 234.00 m

cona A2

TLA:

sk=1.293*[1+(A/728)^2]

sk= 1.43 kN/m2

STREHA 1:

naklon 1: 0.00o

oblikovni faktor μ1-1: 0.80

s (μ1-1)= 1.14 kN/m2

STREHA 2:

naklon 2: 0.00o

oblikovni faktor μ1-2: 0.80

s (μ1-2)= 1.14 kN/m2

VEČLADIJSKA STREHA (1-2):povp. naklon : 0

o

oblikovni faktor μ2: 0.80

s (μ2)= 1.14 kN/m2

OBTEŽBA Z VETROM

SIST EN 1991 - 1 - 4 EC 1

KRAJ: Rogatec

nadm. viš. A= 234.00 m

cona 1

vb,0=vb= 20.00 m/s -osnovna hitr. Vetra (4.1)

qb= 0.25 kN/m2 -osnovni tlak vetra (4.10)

Kategorije terena in terenski parametri:ktg zo z min

Morsko ali obalno področje, izpostavljeno proti odprtemu morju 0 0.003 1.000

Jezersko ali ravninsko področje z zanemarljivim rastlinjem in brez ovir I 0.010 1.000

Področje z nizkim rastlinjem in posameznimi ovirami na razd. najmanj 20 višin II 0.050 2.000

Področje z ojačanim rastlinjem ali stavbami ali s posameznimi ovirami na razd. največ 20 višin ovir III 0.300 5.000

Področje, kjer je najmanj 15% površine pokrite s stavbami s povprečno višino več kot 15m IV 1.000 10.000

kategorija terena: III zo= 0.30 z min= 5.00 kr= 0.22 (4.5)

cr(z min)= 0.61 (4.4)

lv(z min)= 0.36 (4.7)

Referenčna višina za zunanji tlak "ze" (7.2.2):

h= 10.00 m -višina objekta

b=Ly= 15.00 m -širina objekta v X smeri za veter X: h<=b

d=Lx= 15.00 m -širina objekta v Y smeri za veter Y: h<=d

Veter smer X h/Ly= 0.67 Veter smer Y h/Lx= 0.67

ze1=h= 10.00 m ze1=h= 10.00 m

ze2=Ly(Ly<h)= 0.00 m ze2=Lx(Lx<h)= 0.00 m

Največji tlak pri sunkih vetra: Veter smer X Veter smer Y

Co(ze1)= 1 Co(ze1)= 1

Cr(ze1)= 0.76 Cr(ze1)= 0.76 (4.4)

vm(ze1)= 15.11 vm(ze1)= 15.11 (4.3)

lv(ze1)= 0.29 lv(ze1)= 0.29 (4.7)

qp(ze1)= 0.43 qp(ze1)= 0.43 (4.8)

Veter smer X Veter smer Y

Co(ze2)= 1 infor. Co(ze2)= 1 infor.

Cr(ze2)= 0.61 infor. Cr(ze2)= 0.61 infor. (4.4)

vm(ze2)= 12.12 infor. vm(ze2)= 12.12 infor. (4.3)

lv(ze2)= 0.36 infor. lv(ze2)= 0.36 infor. (4.7)

qp(ze2)= 0.32 infor. qp(ze2)= 0.32 infor. (4.8)

Koeficienti zunanjih tlakov cpe,10

STENE (7.2.2.(2))

Veter smer X Veter smer Y

h= 10.00 m h= 10.00 m

b=Ly= 15.00 m b=Lx= 15.00 m

d=Lx= 15.00 m d=Ly= 15.00 m

h/d=h/Lx= 0.67 h/b=h/Ly= 0.67

ex= 15.00 ex=>d ey= 15.00 ey=>b

A= -1.2 A*qp(ze1)= -0.51 A= -1.2 A*qp(ze1)= -0.51

B= -0.8 B*qp(ze1)= -0.34 B= -0.8 B*qp(ze1)= -0.34

C= -0.5 C*qp(ze1)= -0.21 C= -0.5 C*qp(ze1)= -0.21

D= 0.8 D*qp(ze1)= 0.34 D= 0.8 D*qp(ze1)= 0.34

E= -0.5 E*qp(ze1)= -0.21 E= -0.5 E*qp(ze1)= -0.21

DVOKAPNICE (7.2.5)

Veter smer X - pravokotno na sleme Veter smer Y - vzporedno s slemenom

h= 10.00 m h= 10.00 m

b=Ly= 15.00 m b=Ly= 15.00 m

d=Lx= 15.00 m d=Lx= 15.00 m

naklon α = 35.00 stop naklon α = 35.00 stop

ex= 15.00 m ey= 15.00 m

F= 0.70 F*qp(ze1)= 0.30 F= -1.10 F*qp(ze1)= -0.47

G= 0.70 G*qp(ze1)= 0.30 G= -1.40 G*qp(ze1)= -0.60

H= 0.47 H*qp(ze1)= 0.20 H= -0.83 H*qp(ze1)= -0.36

I= -0.33 I*qp(ze1)= -0.14 I= -0.50 I*qp(ze1)= -0.21

J= -0.43 J*qp(ze1)= -0.19

ENOKAPNICEVeter smer X - pravokotno na sleme - q=0 Veter smer Y - vzporedno s slemenom

h= 10.00 m h= 10.00 m

b=Ly= 15.00 m b=Ly= 15.00 m

d=Lx= 15.00 m d=Lx= 15.00 m

naklon α = 35.00 stop naklon α = 35.00 stop

ex= 15.00 m ey= 15.00 m

F= 0.70 F*qp(ze1)= 0.30 Fup= -1.90up*qp(ze1)= -0.81

G= 0.70 G*qp(ze1)= 0.30 Flow= -1.30low*qp(ze1)= -0.56

H= 0.47 H*qp(ze1)= 0.20 G= -1.47 G*qp(ze1)= -0.63

Veter smer X - pravokotno na sleme - q=180 H= -1.00 H*qp(ze1)= -0.43

F= -0.93 F*qp(ze1)= -0.40 I= -0.83 I*qp(ze1)= -0.35

G= -0.70 G*qp(ze1)= -0.30

H= -0.77 H*qp(ze1)= -0.33

Koeficienti notranjih tlakov cpi

cpi qp(ze1) wi=cpi * qp(ze1)

nadtlak -0.20 0.43 -0.09 kN/m2

podtlak 0.30 0.43 0.13 kN/m2

REZULTIRAJOČI TLAKI (zunanji + notranji) [kN/m2]:

STENEVeter smer X Veter smer Y

površina zun. tlakmer. notr. tlak SKUPAJ površina zun. tlak mer. notr. tlakSKUPAJ

A= -0.51 -0.09 -0.60 A= -0.51 -0.09 -0.60

B= -0.34 -0.09 -0.43 B= -0.34 -0.09 -0.43

C= -0.21 -0.09 -0.30 C= -0.21 -0.09 -0.30

D= 0.34 0.13 0.47 D= 0.34 0.13 0.47

E= -0.21 -0.09 -0.30 E= -0.21 -0.09 -0.30

DVOKAPNICEVeter smer X - pravokotno na sleme Veter smer Y - vzporedno s slemenom

površina zun. tlakmer. notr. tlak SKUPAJ površina zun. tlak mer. notr. tlakSKUPAJ

F= 0.30 0.13 0.43 F= -0.47 -0.09 -0.56

G= 0.30 0.13 0.43 G= -0.60 -0.09 -0.68

H= 0.20 0.13 0.33 H= -0.36 -0.09 -0.44

I= -0.14 -0.09 -0.23 I= -0.21 -0.09 -0.30

J= -0.19 -0.09 -0.27

ENOKAPNICEVeter smer X - pravokotno na sleme - q=0 Veter smer Y - vzporedno s slemenom

F= 0.30 0.13 0.43 Fup= -0.81 -0.09 -0.90

G= 0.30 0.13 0.43 Flow= -0.56 -0.09 -0.64

H= 0.20 0.13 0.33 G= -0.63 -0.09 -0.71

Veter smer X - pravokotno na sleme - q=180 H= -0.43 -0.09 -0.51

F= -0.40 -0.09 -0.48 I= -0.35 -0.09 -0.44

G= -0.30 -0.09 -0.38

H= -0.33 -0.09 -0.41

STATIČNI PRERAČUN

1. ŠPIROVEC

Vhodni podatki - Konstrukcija

Tabele materialov

No Naziv materiala E[kN/m2] μ γ[kN/m3] αt[1/C] Em[kN/m2] μm

1 Les-Iglavci-Lamelirani 1.100e+7 0.20 5.00 1.000e-5 1.100e+7 0.20

Seti gred

Set: 1 Prerez: b/d=12/18, Fiktivna ekscentričnost

Mat. A1 A2 A3 I1 I2 I3 1 - Les-Iglavci-L... 2.160e-2 1.800e-2 1.800e-2 6.085e-5 2.592e-5 5.832e-5

b/d=12/18

b/d=12/18

10.35

3.98 2.40 3.98

4.25

3

2

12

18

[cm]

T

Vhodni podatki - Obtežba

Lista obtežnih primerov

LC Naziv

1 g (g) 2 s 3 s asim 4 w 5 w asim 6 Komb.: 1.35xI+1.5xIII+0.9xV 7 Komb.: 1.35xI+1.5xIII+0.9xIV 8 Komb.: 1.35xI+1.5xII+0.9xV 9 Komb.: 1.35xI+1.5xII+0.9xIV

10 Komb.: 1.35xI+0.75xIII+1.5xV 11 Komb.: 1.35xI+0.75xIII+1.5xIV 12 Komb.: 1.35xI+0.75xII+1.5xV 13 Komb.: 1.35xI+0.75xII+1.5xIV 14 Komb.: I+1.5xIII+0.9xV 15 Komb.: I+1.5xIII+0.9xIV 16 Komb.: I+1.5xII+0.9xV 17 Komb.: I+1.5xII+0.9xIV 18 Komb.: I+0.75xIII+1.5xV 19 Komb.: I+0.75xIII+1.5xIV 20 Komb.: I+0.75xII+1.5xV 21 Komb.: I+0.75xII+1.5xIV 22 Komb.: 1.35xI+1.5xV 23 Komb.: 1.35xI+1.5xIV 24 Komb.: 1.35xI+1.5xIII 25 Komb.: 1.35xI+1.5xII 26 Komb.: I+1.5xV 27 Komb.: I+1.5xIV 28 Komb.: I+1.5xIII 29 Komb.: I+1.5xII 30 Komb.: 1.35xI 31 Komb.: I+II+IV 32 Komb.: I+III+V

p=1.00

p=1.00

Obt. 1: g (g)

p=1.16p=1.16

Obt. 2: s

p=0.60

p=1.16

Obt. 3: s asim

p=0.30p=0.30

Obt. 4: w

p=0.10

p=0.30

Obt. 5: w asim

Statični preračun

p=1.00

p=1.00

2.59

2.59

4.83

4.83

Obt. 1: g (g)

Reakcije podpor

p=1.16p=1.16

2.10

2.10

3.91

3.91

Obt. 2: s

Reakcije podpor

p=0.60

p=1.16

2.04

1.14

4.16

1.77

Obt. 3: s asim

Reakcije podpor

p=0.30p=0.30

1.22

1.22

0.33

0.33

Obt. 4: w

Reakcije podpor

p=0.10

p=0.30

1.70

0.66

0.34

2.45

0.41

Obt. 5: w asim

Reakcije podpor

7.23

7.23

-2.66

-3.95

Obt. 33: [msn] 6-30

Vplivi v gredi: max M3= 7.23 / min M3= -3.95 kNm

0.81

5.25

6.68

0.27

-3.69

-4.91

-4.91

-3.87

Obt. 33: [msn] 6-30

Vplivi v gredi: max N1= 6.68 / min N1= -4.91 kN

3.41

5.98

7.11

1.21

-1.33

-6.70

-5.98

-4.46

Obt. 33: [msn] 6-30

Vplivi v gredi: max T2= 7.11 / min T2= -6.70 kN

Dimenzioniranje (les)

0.76

0.76

Kontrola stabilnosti

PALICA 1-3 Monoliten les - iglavci in mehki listavci - C24 Eksploatacijski razred 2 EUROCODE

FAKTORJI IZKORIŠČENOSTI PO KOMBINACIJAH OBTEŽB 9. γ=0.76 7. γ=0.75 13. γ=0.71 11. γ=0.70 17. γ=0.68 8. γ=0.67 15. γ=0.66 6. γ=0.66 21. γ=0.63 25. γ=0.62 19. γ=0.62 24. γ=0.61 31. γ=0.60 16. γ=0.59 14. γ=0.57 23. γ=0.57 12. γ=0.56 10. γ=0.56 29. γ=0.54 28. γ=0.52 32. γ=0.49 27. γ=0.49 20. γ=0.48 18. γ=0.47 22. γ=0.42 26. γ=0.33 30. γ=0.33 KONTROLA NORMALNIH NAPETOSTI (obtežni primer 9, na 217.6 cm od začetka palice) Računska osna sila N = -0.990 kN Prečna sila v smeri osi 2 T2 = -0.617 kN Upogibni moment okoli osi 3 M3 = -7.123 kNm KONTROLA NAPETOSTI - TLAK IN UPOGIB Vrsta obtežbe: @1@osnovno - srednjetrajno Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Dodatek za elemente z malimi dimenzijami - os 2 Kh_2 = 1.046 Dodatek za elemente z malimi dimenzijami - os 3 Kh_3 = 1.000 Faktor oblik (za pravokotni prerez) km = 0.700 Karakteristična tlačna trdnost fc,0,k = 21.000 MPa Računska tlačna trdnost fc,0,d = 12.923 MPa Karakteristična upogibna trdnost fm,k = 24.000 MPa Računska upogibna trdnost - os 2 fm,2,d = 15.443 MPa Računska upogibna trdnost - os 3 fm,3,d = 14.769 MPa Relativna vitkost λrel,2 = 3.278 Relativna vitkost λrel,3 = 3.278 Normalne tlačne napetosti σc,0,d = 0.046 MPa Odpornostni moment W3 = 648.00 cm3 Normalna upogibna napetost okoli osi 3 σm3,d = 10.992 MPa

σm3,d <= fm,3,d (10.992 <= 14.769) Izkoriščenost prereza je 74.4% TLAK IN UPOGIB - VELIKA VITKOST Začetna imperfekcija βc = 0.200 Koeficient k3 = 3.076 Koeficient k2 = 6.170 Koeficient kc,3 = 0.191 Koeficient kc,2 = 0.088

(σc,0,d / (kc_2 x fc,0,d)) + km x (σm3,d / fm,3,d) + + σm2,d / fm,2,d <= 1 (0.561 <= 1)

Izkoriščenost prereza je 56.1%

(σc,0,d / (kc_3 x fc,0,d)) + σm3,d / fm,3,d + + km x (σm2,d / fm,2,d) <= 1 (0.763 <= 1)

Izkoriščenost prereza je 76.3% KONTROLA STRIŽNIH NAPETOSTI (obtežni primer 6, na 514.4 cm od začetka palice) Prečna sila v smeri osi 2 T2 = 7.108 kN KONTROLA NAPETOSTI - STRIG Vrsta obtežbe: @1@osnovno - srednjetrajno

3

2

12

18

[cm]

T

Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Karakteristična strižna napetost fv,k = 2.500 MPa Računska strižna trdnost fv,d = 1.538 MPa Površina prečnega prereza A = 216.00 cm2 Dejanska strižna napetost(os 2) τ2,d = 0.494 MPa

τ2,d <= fv,d (0.494 <= 1.538) Izkoriščenost prereza je 32.1% DOKAZ STABILNOSTI ELEMENTA (obtežni primer 9, na 257.2 cm od začetka palice) Računska osna sila N = -0.276 kN Prečna sila v smeri osi 2 T2 = 0.358 kN Upogibni moment okoli osi 3 M3 = -7.232 kNm DOKAZ BOČNE STABILNOSTI Vrsta obtežbe: @1@osnovno - srednjetrajno Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Razmak pridržanih točk pravokotno na smer osi 2 lef = 669.65 cm 5% fraktil modula E paralelno z vlakni E0.05 = 7400.0 MPa 5% fraktil strižnega modula G G0.05 = 460.00 MPa Torzijski vztrajnostni moment Itor = 6033.1 cm4 Vztrajnostni moment I2 = 2592.0 cm4 Odpornostni moment W3 = 648.00 cm3 Kritična napetost uklona σm,crit = 52.821 MPa Relativna vitkost za uklon λrel = 0.674 Koeficient k_krit = 1.000 Normalna upogibna napetost okoli osi 3 σm3,d = 11.160 MPa

σm,3,d <= k_krit x fm,3,d (11.160 <= 14.769) Izkoriščenost prereza je 75.6%

2. VMESNA LEGA


Tabele materialov


1 Drvo 1.000e+7 0.20 5.00 1.000e-5 1.000e+7 0.20

Seti gred


Mat. A1 A2 A3 I1 I2 I3 1 - Drvo 4.400e-2 3.667e-2 3.667e-2 2.698e-4 1.467e-4 1.775e-4


b/d=20/22b/d=20/22

0

2.84

1

2.84

2

2.84

3

2.84

4

2.84

5

3.80

6

0

3

2

20

22

[cm]

T


LC Naziv

1 g (g) 2 s 3 w 4 Komb.: 1.35xI+1.5xII+0.9xIII 5 Komb.: 1.35xI+0.75xII+1.5xIII 6 Komb.: I+1.5xII+0.9xIII 7 Komb.: I+0.75xII+1.5xIII 8 Komb.: 1.35xI+1.5xIII 9 Komb.: 1.35xI+1.5xII

10 Komb.: I+1.5xIII 11 Komb.: I+1.5xII 12 Komb.: 1.35xI 13 Komb.: I+II+III

p=4.83 p=4.83

Obt. 1: g (g)

p=4.16p=4.16

Obt. 2: s

p=2.45p=2.45

Obt. 3: w

Statični preračun

p=4.83 p=4.83

19.65

7.85

14.42

11.70

15.77

15.77

5.74

Obt. 1: g (g)

Reakcije podpor

p=4.16p=4.16

16.18

6.46

11.88

9.64

12.99

12.99

4.73

Obt. 2: s

Reakcije podpor

p=2.45p=2.45

9.53

3.81

6.99

5.68

7.65

7.65

2.78

Obt. 3: w

Reakcije podpor

9.58

3.10

9.58

10.22

0.16

18.30

-12.29

-12.29

-10.36

-20.08

Obt. 14: [MSN] 4-12


26.00

21.67

17.35

25.32

25.10

23.71

-17.35

-21.67

-26.00

-18.02

-18.25

-34.28

Obt. 1

4: [MSN] 4

-12

Vplivi v gred

i: max T

2= 26.0

0 / min T

2= -34

.28 kN

Dimenzioniranje (les)

0.840.58

Kontrola stabilnosti

PALICA 4-7 Monoliten les - iglavci in mehki listavci - C24 Eksploatacijski razred 2 EUROCODE

FAKTORJI IZKORIŠČENOSTI PO KOMBINACIJAH OBTEŽB 4. γ=0.84 5. γ=0.75 6. γ=0.75 9. γ=0.72 7. γ=0.65 13. γ=0.64 11. γ=0.62 8. γ=0.58 10. γ=0.48 12. γ=0.38 KONTROLA NORMALNIH NAPETOSTI (obtežni primer 4, na 568.0 cm od začetka palice) Prečna sila v smeri osi 2 T2 = 25.095 kN Upogibni moment okoli osi 3 M3 = 20.084 kNm KONTROLA NAPETOSTI - UPOGIB Vrsta obtežbe: @1@osnovno - srednjetrajno Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Dodatek za elemente z malimi dimenzijami - os 2 Kh_2 = 1.000 Dodatek za elemente z malimi dimenzijami - os 3 Kh_3 = 1.000 Faktor oblik (za pravokotni prerez) km = 0.700 Karakteristična upogibna trdnost fm,k = 24.000 MPa Računska upogibna trdnost fm,d = 14.769 MPa Odpornostni moment W3 = 1613.3 cm3 Normalna upogibna napetost okoli osi 3 σm3,d = 12.449 MPa

σm3,d <= fm,d (12.449 <= 14.769) Izkoriščenost prereza je 84.3% DOKAZ BOČNE STABILNOSTI Vrsta obtežbe: @1@osnovno - srednjetrajno Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Razmak pridržanih točk pravokotno na smer osi 2 lef = 948.00 cm 5% fraktil modula E paralelno z vlakni E0.05 = 7400.0 MPa 5% fraktil strižnega modula G G0.05 = 460.00 MPa Torzijski vztrajnostni moment Itor = 27025 cm4 Vztrajnostni moment I2 = 14667 cm4 Odpornostni moment W3 = 1613.3 cm3 Kritična napetost uklona σm,crit = 75.451 MPa Relativna vitkost za uklon λrel = 0.564 Koeficient k_krit = 1.000 Normalna upogibna napetost okoli osi 3 σm3,d = 12.449 MPa

σm,3,d <= k_krit x fm,3,d (12.449 <= 14.769) Izkoriščenost prereza je 84.3% KONTROLA STRIŽNIH NAPETOSTI (obtežni primer 4, na 568.0 cm od začetka palice) Prečna sila v smeri osi 2 T2 = -34.284 kN KONTROLA NAPETOSTI - STRIG Vrsta obtežbe: @1@osnovno - srednjetrajno Korekcijski koeficient Kmod = 0.800 Parcialni koef. za karakteristike materiala

γm = 1.300

Karakteristična strižna napetost fv,k = 2.500 MPa Računska strižna trdnost fv,d = 1.538 MPa Površina prečnega prereza A = 440.00 cm2 Dejanska strižna napetost(os 2) τ2,d = 1.169 MPa

3

2

20

22

[cm]

T

τ2,d <= fv,d (1.169 <= 1.538) Izkoriščenost prereza je 76.0%

3. TRAPEZNO VEŠALO

Design Variables

Service Class: Class 2

Partial safety factors for actions (ULS)

Name γG,j,unfav γG,j,fav γQ,i,unfav γQ,i,fav γP,unfav γP,fav

ULS, STR & GEO, A1 1.35 1.00 1.50 0.00 1.20 1.00

Combination factors for actions (ULS, SLS)

Name ψ0 ψ1 ψ2

Snow < 1000 m 0.50 0.20 0.00

Wind 0.60 0.20 0.00

Partial safety factors

Name γM

Solid Timber 1.30

Factors for duration of load - kmod

Solid Timber

Service Class Permanent Long Term Medium Term Short Term Instantaneous

Class 2 0.60 0.70 0.80 0.90 1.10

Factors for duration of load - kdef

Name Class 1 Class 2 Class 3

Solid Timber 0.60 0.80 2.00

Limiting values for deflection

Structure winst wnet,fin wfin

Beam on two supports 1/300.0 1/250.0 1/150.0

Cantilevering beams 1/150.0 1/125.0 1/75.0

For the fire situation, kmod,fi= 1.00.

Values of kfi, for fire

kfi

Solid Timber 1.25

Partial safety factors, for fire

Name γM

Timber in fire 1.00

Structure

Truss material:

Name: C24

Softwood

Solid Timber

EN 338:2009

C24

fm,k 24 [MPa] fv,k 4 [MPa]

ft,0,k 14 [MPa] ft,90,k 0.4 [MPa]

fc,0,k 21 [MPa] fc,90,k 2.5 [MPa]

E0,mean 11000 [MPa] E0,0.05 7400 [MPa]

Gmean 690 [MPa] G0.05 464.2 [MPa]

ρmean 420 [kg/m3] ρk 350 [kg/m3]

Truss charring rate:

Name: Default

β0 0.65 [mm/min] βn 0.70 [mm/min]

Truss members

Name W[mm] H[mm] Material Ch. rate

T1 • Tie 200 260 C24 Default

P1 • Post 200 200 C24 Default

P2 • Post 200 200 C24 Default

R1 • Rafter 200 200 C24 Default

R2 • Rafter 200 200 C24 Default

C1 • Collar 200 200 C24 Default

Left end bearing: Horizontal roller.

Right end bearing: Pin.

Loads

Actions

Load Groups

Name Class Category (Q) Load Duration Coefficient ψ0 ψ1 ψ2

Stalna G Self-weight of structures Permanent 1.00 - - -

Sneg Q Snow < 1000 m Medium Term 1.00 - - -

Veter Q Wind Short Term 1.00 - - -

Self weight Loads

Name Q[kN/m] Element Load Group

Self weight 0.21 T1 • Tie Stalna

Self weight 0.16 P1 • Post Stalna

Self weight 0.16 P2 • Post Stalna

Self weight 0.16 R1 • Rafter Stalna

Self weight 0.16 R2 • Rafter Stalna

Self weight 0.16 C1 • Collar Stalna

Concentrated Loads

Name Fx[kN] Fy[kN] Mz[kN×m] Offset[cm] Element Load Group

1 0 -16 0 245 P1 • Post Stalna

2 0 -16 0 245 P2 • Post Stalna

3 0 -13 0 245 P1 • Post Sneg

4 0 -13 0 245 P2 • Post Sneg

6 0 -8 0 245 P1 • Post Veter

7 0 -8 0 245 P2 • Post Veter

Distribuited Loads

Name Q0[kN/m] Q1[kN/m] Start Offset[cm] End Offset[cm] Element Load Group

1 -3.5 -3.5 0 0 T1 • Tie Stalna

Thermal Actions

Fire exposures

Name Start Offset[cm] End Offset[cm] Sides Protection Element

F1 0 0 Left, Right, Bottom - T1 • Tie

Effective charring depth

Name βn

[mm/min] R30,def[mm] R60,def[mm]

F1 • Default 0.70 28 28

Reduced cross-section method: effective cross-section

Element Exposure βn

[mm/min] R30,Aef[mm]×[mm] R60,Aef[mm]×[mm]

T1 • Tie F1 0.70 144×232 102×211

Design situations

Design situations

Name Partial factors Limit state Conditions Fire exp.

time [min] Combination

ULS Fundamental ULS, STR & GEO,

A1 ULS STR

Normal

use -

Name γ ψ

Stalna + 1.35 1.00

ULS Fundamental •

Snow < 1000 m

ULS, STR & GEO,

A1 ULS STR

Normal

use -

Name γ ψ

Stalna + 1.35 1.00

Sneg + 1.50 1.00

Veter + 1.50 0.60

ULS Fundamental •

Wind

ULS, STR & GEO,

A1 ULS STR

Normal

use -

Name γ ψ

Stalna + 1.35 1.00

Veter + 1.50 1.00

Sneg + 1.50 0.50

ULS Accidental, Fire

R30 ULS Accidental ULS STR Fire 30

Name γ ψ

Stalna + 1.00 1.00

ULS Accidental, Fire

R60 ULS Accidental ULS STR Fire 60

Name γ ψ

Stalna + 1.00 1.00

SLS Characteristic SLS

Characteristic

SLS

Deformations

Normal

use -

Name γ ψ

Stalna + 1.00 1.00

SLS Characteristic •

Snow < 1000 m

SLS

Characteristic

SLS

Deformations

Normal

use -

Name γ ψ

Stalna + 1.00 1.00

Sneg + 1.00 1.00

Veter + 1.00 0.60

SLS Characteristic •

Wind

SLS

Characteristic

SLS

Deformations

Normal

use -

Name γ ψ

Stalna + 1.00 1.00

Veter + 1.00 1.00

Sneg + 1.00 0.50

SLS Quasi-permanent SLS Quasi-

permanent

SLS

Deformations

Normal

use -

Name γ ψ

Stalna + 1.00 1.00

Wood Truss • WT ÷ Resistance

Parallel tension 0.23

Parallel compression 0.23

Bending 0.49

Shear 0.25

Wood Truss • WT ÷ Stability

Buckling 0.52

Lateral torsional stability 0.43

Wood Truss • WT ÷ Deflection

Instantaneous deflection 0.76

Final deflection 0.42

T1 • Tie ÷ Resistance


Parallel compression 0

Bending 0.49

Shear 0.25

T1 • Tie ÷ Stability

Buckling 0


T1 • Tie ÷ Deflection



P1 • Post ÷ Resistance



Bending 0

Shear 0

P1 • Post ÷ Stability

Buckling 0.08

Lateral torsional stability 0

P1 • Post ÷ Deflection



P2 • Post ÷ Resistance



Bending 0

Shear 0

P2 • Post ÷ Stability

Buckling 0.08

Lateral torsional stability 0

P2 • Post ÷ Deflection



R1 • Rafter ÷ Resistance

Parallel tension 0


Bending 0.08

Shear 0.01

R1 • Rafter ÷ Stability

Buckling 0.52


R1 • Rafter ÷ Deflection



R2 • Rafter ÷ Resistance

Parallel tension 0


Bending 0.08

Shear 0.01

R2 • Rafter ÷ Stability

Buckling 0.52


R2 • Rafter ÷ Deflection



C1 • Collar ÷ Resistance

Parallel tension 0


Bending 0.05

Shear 0.01

C1 • Collar ÷ Stability

Buckling 0.24


C1 • Collar ÷ Deflection



4. SPOJ POVEZNIK OPIRAČA

Members

Main timber member • poveznik:200×260[mm],Solid TimberC30;fm,k=30 [MPa];fv,k=4 [MPa];fc,0,k=23

[MPa];fc,90,k=2.7 [MPa].

Secondary timber member • opora:200×200[mm],Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5

[MPa];fc,0,k=24 [MPa];fc,90,k=2.5 [MPa].

Materials

MaterialChord • poveznik:Solid TimberC30;fm,k=30 [MPa];fv,k=4 [MPa];fc,0,k=23 [MPa];fc,90,k=2.7 [MPa].

MaterialStrut • opora:Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5 [MPa];fc,0,k=24 [MPa];fc,90,k=2.5

[MPa].

Joint capacity check

Cross section strength ÷ Chord • poveznik (pre node)

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Parallel tension

Ref. [EN 1995-1-1: 6.1.2]

N[kN] A[cm2] σt,0,d[MPa] ft,0,d[MPa] Check

A1 0 350 0 9.69 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Parallel compression

Ref. [EN 1995-1-1: 6.1.4]

N[kN] A[cm2] σc,0,d[MPa] fc,0,d[MPa] Check

A1 0 350 0 12.38 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Bending

Ref. [EN 1995-1-1: 6.1.6]

N[kN] M[kN×m] Wel,y[cm3] σm,y,d[MPa] fm,y,d[MPa] Check

A1 0 0 1021 0 16.15 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Shear

Ref. [EN 1995-1-1: 6.1.7]

V[kN] Av[cm2] τd[MPa] fv,d[MPa] Check

A1 0 156.3 0 2.15 -

Cross section strength ÷ Chord • poveznik (post node)

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Parallel tension

Ref. [EN 1995-1-1: 6.1.2]


A1 0 350 0 9.69 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Parallel compression

Ref. [EN 1995-1-1: 6.1.4]


A1 0 350 0 12.38 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Bending

Ref. [EN 1995-1-1: 6.1.6]


A1 0 0 1021 0 16.15 -

Chord • poveznik÷Design situation 1 • S1, Long Term ÷ Shear

Ref. [EN 1995-1-1: 6.1.7]


A1 0 156.3 0 2.15 -

Joint capacity ÷ Strut • opora

Strut • opora÷Design situation 1 • S1, Long Term ÷ Joint Capacity

Ref. [EN 1995-1-1: 6.1.7][EN 1995-1-1: 6.2.2]

Front: poveznik - opora[MPa] Rear: poveznik - opora[MPa] Heel: poveznik[MPa] [-]

σc,α,d fc,α,d fc,α,d σc,α,d fc,α,d fc,α,d τd fv,d Check

A1 7.42 16.5 16.5 1.12 76 71 2 2.15 0.97

5. SPOJ STEBER – OPIRAČA - RAZPIRAČA

Members

Main timber member • Steber:200×200[mm],Solid TimberC30;fm,k=30 [MPa];fv,k=4 [MPa];fc,0,k=23

[MPa];fc,90,k=2.7 [MPa].

Secondary timber member • Razpiraca:200×200[mm],Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5


Secondary timber member • Opiraca:200×200[mm],Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5


Materials

MaterialChord • Steber:Solid TimberC30;fm,k=30 [MPa];fv,k=4 [MPa];fc,0,k=23 [MPa];fc,90,k=2.7 [MPa].

MaterialStrut • Razpiraca:Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5 [MPa];fc,0,k=24 [MPa];fc,90,k=2.5

[MPa].

MaterialStrut • Opiraca:Glued Laminated TimberGL24h;fm,k=24 [MPa];fv,k=3.5 [MPa];fc,0,k=24 [MPa];fc,90,k=2.5

[MPa].

Joint capacity check

Cross section strength ÷ Chord • Steber (pre node)

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Parallel tension

Ref. [EN 1995-1-1: 6.1.2]


A1 -70 200 0 9.69 -

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Parallel compression

Ref. [EN 1995-1-1: 6.1.4]


A1 -70 200 3.5 12.38 0.28

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Bending

Ref. [EN 1995-1-1: 6.1.6]


A1 -70 0 333 0 17.52 -

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Shear

Ref. [EN 1995-1-1: 6.1.7]


A1 0 89.3 0 2.15 -

Cross section strength ÷ Chord • Steber (post node)

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Parallel tension

Ref. [EN 1995-1-1: 6.1.2]


A1 0 200 0 9.69 -

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Parallel compression

Ref. [EN 1995-1-1: 6.1.4]


A1 0 200 0 12.38 -

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Bending

Ref. [EN 1995-1-1: 6.1.6]


A1 0 0 333 0 17.52 -

Chord • Steber÷Design situation 1 • S1, Long Term ÷ Shear

Ref. [EN 1995-1-1: 6.1.7]


A1 0 89.3 0 2.15 -

Joint capacity ÷ Strut • Razpiraca

Strut • Razpiraca÷Design situation 1 • S1, Long Term ÷ Joint Capacity

Ref. [EN 1995-1-1: 6.1.7][EN 1995-1-1: 6.2.2]

Front: Steber - Razpiraca[MPa] Rear: Steber - Razpiraca[MPa] Heel: Steber[MPa] [-]


A1 2.93 45 45 5.85 71.6 18.4 0 2.15 0.31

Joint capacity ÷ Strut • Opiraca

Strut • Opiraca÷Design situation 1 • S1, Long Term ÷ Joint Capacity

Ref. [EN 1995-1-1: 6.1.7][EN 1995-1-1: 6.2.2]

Front: Steber - Opiraca[MPa] Rear: Steber - Opiraca[MPa] Heel: Steber[MPa] [-]


A1 11.46 20

20

1.63 80.3 59.7 1.03 2.15 0.57

6. STREŠNA PLOŠČA

vhodni podatki - Konstrukcija

Tabele materialov


1 C 25/30 3.100e+7 0.20 25.00 1.000e-5 3.100e+7 0.20



LC Naziv

1 g (g) 2 s 3 Komb.: 1.35xI+1.5xII 4 Komb.: I+1.5xII 5 Komb.: 1.35xI 6 Komb.: I+II

d = 0.12

m

6.25

2.65

q = -2.50

Obt. 1: g (g)

q = -1.16

Obt. 2: s

Statični preračun

q = -2.50

1

7.82

1

-8.31

7.44

-8.31

-8.31

7

-8.31

-8.31

7.44

-8.31

Obt. 1: g (g)

Vplivi v lin. podpori: max r2= 7.82 / min r2= -8.31 kN/m

q = -1.16

5

1.65

5 -1.75

1.56

-1.75

-1.75

1

-1.75

-1.75

1.56

-1.75

Obt. 2: s


-0.26 2.41 2.41 -0.26

Mx [kNm/m]

-0.26

0.00

0.40

0.81

1.21

1.61

2.02

2.42

Obt. 3: 1.35xI+1.5xII

Vplivi v plošči: max Mx= 2.41 / min Mx= -0.26 kNm/m

7.04

-0.07

-0.07

-0.07

-0.07

My [kNm/m]

-0.08

0.00

1.18

2.35

3.53

4.70

5.88

7.05

Obt. 3: 1.35xI+1.5xII

Vplivi v plošči: max My= 7.04 / min My= -0.07 kNm/m

Dimenzioniranje (beton)

1.00 1.00

1.00 1.00

Aa - sp.cona - Smer 1 [cm²/m]

0.00

0.51

1.01

Merodajna obtežba: Kompletna shema EC 2 (EN 1992-1-1:2004), C 25, S500N, a=3.50 cm

Aa - sp.cona - Smer 1 - max Aa1,s= 1.00 cm²/m

1.97


0.09

1.04

1.98



-0.56 -0.56

-0.56 -0.56-0.72 -0.72

-0.72 -0.72

Aa - zg.cona - Smer 1 [cm²/m]

-0.72

-0.36

0.00

Merodajna obtežba: Kompletna shema EC 2 (EN 1992-1-1:2004), C 25, S500H, a=3.50 cm

Aa - zg.cona - Smer 1 - max Aa1,z= -0.72 cm²/m

-0.69

-0.71 -0.71

-0.46

-0.71

-0.46

-0.71

-0.69-0.69

-0.46

-0.69

-0.46


-0.72

-0.36

0.00



7. ETAŽNA PLOŠČA


Tabele materialov


1 Beton 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20 2 C 25/30 3.100e+7 0.20 25.00 1.000e-5 3.100e+7 0.20

Seti gred


Mat. A1 A2 A3 I1 I2 I3 1 - Beton 2.000e-1 1.667e-1 1.667e-1 5.474e-3 2.667e-3 4.167e-3

d = 0.20 m

M1=%

M1=%

M1=%

M1=%

M1=M2=M3=0

M1=M2=M3=0

M1=%

M1=%

b/d=40/50

b/d=40/50

b/d=40/50

b/d=40/50

b/d=40/50b/d=40/50

b/d=40/50

b/d=40/50

b/d=30/60

6.55 5.42 5.73 6.30

2.80

10.30

3

2

40

50

[cm]

15

T

Set: 3 Prerez: b/d=30/60, Fiktivna ekscentričnost Mat. A1 A2 A3 I1 I2 I3

2 - C 25/30 1.800e-1 1.500e-1 1.500e-1 3.708e-3 1.350e-3 5.400e-3

3

2

30

60

[cm]

20 T



LC Naziv

1 g (g) 2 p 3 p sahovna 4 s 5 w 6 Komb.: 1.35xI+1.05xIII+1.5xIV+0.9xV 7 Komb.: 1.35xI+1.05xII+1.5xIV+0.9xV 8 Komb.: 1.35xI+1.05xIII+0.75xIV+1.5xV 9 Komb.: 1.35xI+1.05xII+0.75xIV+1.5xV

10 Komb.: 1.35xI+1.5xIII+0.75xIV+0.9xV 11 Komb.: 1.35xI+1.5xII+0.75xIV+0.9xV 12 Komb.: I+1.05xIII+1.5xIV+0.9xV 13 Komb.: I+1.05xII+1.5xIV+0.9xV 14 Komb.: I+1.05xIII+0.75xIV+1.5xV 15 Komb.: I+1.05xII+0.75xIV+1.5xV 16 Komb.: I+1.5xIII+0.75xIV+0.9xV 17 Komb.: I+1.5xII+0.75xIV+0.9xV 18 Komb.: 1.35xI+1.05xIII+1.5xV 19 Komb.: 1.35xI+1.05xIII+1.5xIV 20 Komb.: 1.35xI+1.05xII+1.5xV 21 Komb.: 1.35xI+1.05xII+1.5xIV 22 Komb.: 1.35xI+1.5xIV+0.9xV 23 Komb.: 1.35xI+1.5xIII+0.9xV 24 Komb.: 1.35xI+1.5xII+0.9xV

25 Komb.: 1.35xI+0.75xIV+1.5xV 26 Komb.: 1.35xI+1.5xIII+0.75xIV 27 Komb.: 1.35xI+1.5xII+0.75xIV 28 Komb.: I+1.05xIII+1.5xV 29 Komb.: I+1.05xIII+1.5xIV 30 Komb.: I+1.05xII+1.5xV 31 Komb.: I+1.05xII+1.5xIV 32 Komb.: I+1.5xIV+0.9xV 33 Komb.: I+1.5xIII+0.9xV 34 Komb.: I+1.5xII+0.9xV 35 Komb.: I+0.75xIV+1.5xV 36 Komb.: I+1.5xIII+0.75xIV 37 Komb.: I+1.5xII+0.75xIV 38 Komb.: 1.35xI+1.5xV 39 Komb.: 1.35xI+1.5xIV 40 Komb.: 1.35xI+1.5xIII 41 Komb.: 1.35xI+1.5xII 42 Komb.: I+1.5xV 43 Komb.: I+1.5xIV 44 Komb.: I+1.5xIII 45 Komb.: I+1.5xII 46 Komb.: 1.35xI 47 Komb.: I+II+IV+V 48 Komb.: I+III+IV+V

q = -2.50

p=-19.00

p=-19.00

p=-23.00

p=-23.00

p=-18.70

p=-25.00~-16.50

p=-16.50~-25.00

p=-18.70

P=-52.00 P=-52.00 P=-52.00 P=-52.00 P=-52.00P=-52.00

P=-52.00 P=-52.00 P=-52.00 P=-52.00 P=-52.00P=-52.00

Obt. 1: g (g)

q = -5.00

Obt. 2: p

q = -5.00

q = -5.00

q = -5.00

q = -5.00q = -5.00

Obt. 3: p sahovna

q = -1.45

p=-1.50

p=-1.50

p=-1.00

p=-1.00

p=-4.00

p=-4.00

P=-1.00P=-19.00 P=-19.00 P=-19.00 P=-19.00 P=-19.00

P=-19.00P=-19.00P=-19.00P=-19.00P=-19.00P=-19.00

Obt. 4: s

p=-1.50

p=-1.50P=-1.00P=-9.00 P=-9.00 P=-9.00 P=-9.00 P=-9.00

P=-9.00P=-9.00P=-9.00P=-9.00P=-9.00P=-9.00

Obt. 5: w

Statični preračun

158.17(R3)293.47(R3)294.77(R3)

116.34(R3)140.47(R3)

r2 = 56.00

r2 = 156.15r2 = 223.33r2 = 223.63r2 = 105.70

r2 = 7.81

r2 = 57.55

r2 = 63.40

r2 = 18.90

r2 = 48.04

r2 = 36.94

r2 = 57.07

r2 = 99.21

r2 = 6.01

r2 = 65.53

Obt. 1: g (g)

Reakcije podpor

81.79(R3)168.00(R3)174.13(R3)

21.62(R3)42.77(R3)

r2 = 2.52

r2 = 22.37r2 = 45.44r2 = 44.84r2 = 19.66

r2 = 4.01

r2 = 17.76

r2 = 9.56

r2 = 8.77

r2 = 18.00

r2 = 6.11r2 = 0.48

r2 = 31.23

r2 = -0.11

r2 = 0.65

Obt. 2: p

Reakcije podpor

41.48(R3)83.52(R3)87.41(R3)

4.35(R3)18.67(R3)

r2 = -0.03

r2 = 28.52r2 = 21.71r2 = 21.61r2 = 19.36

r2 = 3.11

r2 = 8.56

r2 = 4.71

r2 = 4.52

r2 = 7.98

r2 = 0.21

r2 = 4.44

r2 = 15.89

r2 = 2.83

r2 = -6.40

Obt. 3: p sahovna

Reakcije podpor

1.10(R3)1.83(R3)-0.16(R3)

18.35(R3)14.44(R3)

r2 = 5.26

r2 = 25.63r2 = 24.79r2 = 15.42r2 = 13.95

r2 = 1.54

r2 = 7.51

r2 = 8.03

r2 = 4.21

r2 = 7.46

r2 = 4.85

r2 = 6.16

r2 = -0.60

r2 = 2.92

r2 = 7.54

Obt. 4: s

Reakcije podpor

0.58(R3)1.08(R3)0.15(R3)

8.48(R3)7.16(R3)

r2 = -0.01

r2 = 13.97r2 = 14.90r2 = 10.76r2 = 8.11

r2 = -0.03

r2 = 3.58

r2 = 1.47

r2 = 0.65

r2 = 2.16

r2 = 0.42

r2 = 2.85

r2 = -0.28

r2 = 0.89

r2 = 3.85

Obt. 5: w

Reakcije podpor

147.73

118.30

4.60

-33.30

116.34

-33.30

140.47

-8.63

50.84

-0.14 148.70

140.47

-4.60

8.50

-0.14

8.10

-8.76

148.70

.98

132.34

256.02

-24.98

264.53

267.19

261.14

Obt. 1: g (g)


48.67

24.28

56

5.88

3.13

-5.54

21.62

-5.54

5.5

42.77

-2.48

13.95

-6.51

21.62

-23.56

42.77

-3.13

5.93

-2.48

9.05

-6.51

8

36.08

73.70

-41.48

61.97

61.94

-21.22

62.52

Obt. 2: p


46.84

1.18

.32

6.69

3.88

0.15

-0.17

4.35 0.15

-0.54

18.67

-0.91

6.81

-4.12

7.11

-7.32

18.67

-3.88

6.69

-2.26

7.86

-4.12

0

36.88

68.98

-32.90

-5.40

53.58

52.97

-4.82

-6.37

62.35

Obt. 3: p sahovna


1.16

13.73

1.10

-4.59

18.35

-4.59 14.44

-1.29

5.46

-0.31 20.49

16.92

-1.10

2.08

-0.31

1.86

-1.29

20.49

11.15

24.27

23.30

29.93

30.24

Obt. 4: s


0.49

6.85

0.19

0.01

0.10

-0.34

8.48

0.1

-0.10

7.16

-0.53

2.86

-0.06 -1.14

8.48

7.76

0.01

-0.06

0.05

-0.56

0.55

-1.14

5.18

14.93

14.94

17.84

17.71

Obt. 5: w


89.96

Mx [kNm/m]

0.00

12.85

25.70

38.55

51.41

64.26

77.11

89.96

Obt. 49: [MSN] 6-46

Vplivi v plošči: max Mx= 89.96 / min Mx= 0.00 kNm/m

-126.68

Mx [kNm/m]

-126.68

-108.58

-90.49

-72.39

-54.29

-36.19

-18.10

0.00

Obt. 49: [MSN] 6-46

Vplivi v plošči: max Mx= 0.00 / min Mx= -126.68 kNm/m

24.60

24.26

My [kNm/m]

0.00

1.30

2.59

3.89

5.18

6.48

7.77

9.07

10.36

11.66

12.95

14.25

15.54

16.84

18.13

19.43

20.72

22.02

23.31

24.61

Obt. 49: [MSN] 6-46

Vplivi v plošči: max My= 24.60 / min My= 0.00 kNm/m

-68.08-68.52-68.79-68.39

My [kNm/m]

-68.79

-58.96

-49.14

-39.31

-29.48

-19.65

-9.83

0.00

Obt. 49: [MSN] 6-46

Vplivi v plošči: max My= 0.00 / min My= -68.79 kNm/m

89.44

83.50 67.43

83.47

2.2

192.61

59.89

175.31

70.85

161.60

283.06

121.24

149.26

132.71

138.73

-134.58

9.58

.08

-40.10

-21.66

-29.28

-48.49

-154.52

-161.23

-21.81

-74.94

-2.86

-226.47

-5.17

-231.22

Obt. 49: [MSN] 6-46


111.81

45.20

.88

6

5.09

34

3.96

3.25

66.22

10.65

139.38

75.79

149.02

158.48

105.73

135.52

174.08

49.34

174.65

47.30 -36.60

-111.87

-56.86

-1.35 -5.78

-85.27

-6.17

-16.59

-4

-137.35

-2.30

-123.44

-128.88

-158.32

-82.61

-122.64

-62.93

-180.11

-79.41

-175.32

Obt. 49: [MSN] 6-46

Vplivi v gredi: max T2= 174.65 / min T2= -180.11 kN

0.03

-5.83

0.11

-6.82

0.10

0.000.02

0.02

Zp [m]/1000

-6.83

-5.69

-4.55

-3.42

-2.28

-1.14

0.00

0.12

Obt. 47: I+II+IV+V

Vplivi v plošči: max Zp= 0.11 / min Zp= -6.82 m / 1000


13.48


0.00

0.71

1.42

2.13

2.84

3.55

4.26

4.97

5.68

6.39

7.09

7.80

8.51

9.22

9.93

10.64

11.35

12.06

12.77

13.48



11.72


0.00

0.62

1.23

1.85

2.47

3.08

3.70

4.32

4.93

5.55

6.17

6.79

7.40

8.02

8.64

9.25

9.87

10.49

11.10

11.72



-32.45


-32.45

-30.74

-29.03

-27.33

-25.62

-23.91

-22.20

-20.49

-18.79

-17.08

-15.37

-13.66

-11.96

-10.25

-8.54

-6.83

-5.12

-3.42

-1.71

0.00



-32.45


-32.45

-30.74

-29.03

-27.33

-25.62

-23.91

-22.20

-20.49

-18.79

-17.08

-15.37

-13.66

-11.96

-10.25

-8.54

-6.83

-5.12

-3.42

-1.71

0.00



-14.33


-14.33

-13.58

-12.82

-12.07

-11.31

-10.56

-9.80

-9.05

-8.30

-7.54

-6.79

-6.03

-5.28

-4.53

-3.77

-3.02

-2.26

-1.51

-0.75

-0.00



Q-503(α1=0

°, α2=90°)

Aa - sp.cona [cm²/m]

0.00

0.71

1.42

2.13

2.84

3.55

4.26

4.97

5.68

6.39

7.09

7.80

8.51

9.22

9.93

10.64

11.35

12.06

12.77

13.48

Osvojena armatura EC 2 (EN 1992-1-1:2004), C 25, S500N, a=3.50 cm

Aa - sp.cona

Q-385(α1=0

°, α2=90°)

Aa - zg.cona [cm²/m]

-32.45

-30.74

-29.03

-27.33

-25.62

-23.91

-22.20

-20.49

-18.79

-17.08

-15.37

-13.66

-11.96

-10.25

-8.54

-6.83

-5.12

-3.42

-1.71

0.00

Osvojena armatura EC 2 (EN 1992-1-1:2004), C 25, S500H, a=3.50 cm

Aa - zg.cona

8.

1.56

7.91 6.62

6.34

6.08

2.45

3.28

6.01

15.17

15.9

3.21

4.16

13.40 13.77

6.30

5.18

10.41

12.56

1.75

.05

7.49

16.82

6.55

15.29

5.47

17.14

6.98

8.60

7.96

7.92

Merodajna obtežba: Kompletna shema EC 2 (EN 1992-1-1:2004)

Armatura v gredah: max Aa2/Aa1= 15.94 / 22.05 cm²

1.86

0.87

4.09

4.98

2.19

0.16

4.19

2.90

2.29

3.03

0.51

0.43

1.33

1.86

0.87

4.09

4.98

2.19

0.16

4.19

2.90

2.29

3.03

0.51

0.43

1.33


Armatura v gredah: max Aa3/Aa4= 4.98 / 4.98 cm²

3.96

2.42

4.42

8.39

8.68

6.62

8.29

8.44

9.

7.19

8.7

7.08

8.4

8.7

6.28

3.32

5.65

3.71

4.59

2.35

5.24

4.06

5.56


Armatura v gredah: max Aa,st= 9.69 cm²

9. TEMELJNA PLOŠČA


Tabele materialov


1 Beton 3.150e+7 0.20 25.00 1.000e-5 3.150e+7 0.20 2 C 25/30 3.100e+7 0.20 25.00 1.000e-5 3.100e+7 0.20

Seti gred


Mat. A1 A2 A3 I1 I2 I3 2 - C 25/30 1.600e-1 1.333e-1 1.333e-1 3.605e-3 2.133e-3 2.133e-3



LC Naziv

1 g (g) 2 g poz 100 (g) 3 p 4 p poz 100 5 s 6 w 7 Komb.: 1.35xI+1.35xII+1.05xIII+1.05xIV+1.5xV+0.9xVI 8 Komb.: 1.35xI+1.35xII+1.05xIII+1.05xIV+0.75xV+1.5xVI 9 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xIV+0.75xV+0.9xVI

10 Komb.: 1.35xI+1.35xII+1.5xIII+1.05xIV+0.75xV+0.9xVI 11 Komb.: I+1.35xII+1.05xIII+1.05xIV+1.5xV+0.9xVI 12 Komb.: 1.35xI+II+1.05xIII+1.05xIV+1.5xV+0.9xVI 13 Komb.: I+1.35xII+1.05xIII+1.05xIV+0.75xV+1.5xVI 14 Komb.: 1.35xI+II+1.05xIII+1.05xIV+0.75xV+1.5xVI 15 Komb.: I+1.35xII+1.05xIII+1.5xIV+0.75xV+0.9xVI 16 Komb.: I+1.35xII+1.5xIII+1.05xIV+0.75xV+0.9xVI 17 Komb.: 1.35xI+II+1.05xIII+1.5xIV+0.75xV+0.9xVI 18 Komb.: 1.35xI+II+1.5xIII+1.05xIV+0.75xV+0.9xVI 19 Komb.: I+II+1.05xIII+1.05xIV+1.5xV+0.9xVI 20 Komb.: I+II+1.05xIII+1.05xIV+0.75xV+1.5xVI 21 Komb.: 1.35xI+1.35xII+1.05xIII+1.05xIV+1.5xVI 22 Komb.: 1.35xI+1.35xII+1.05xIII+1.05xIV+1.5xV 23 Komb.: I+II+1.05xIII+1.5xIV+0.75xV+0.9xVI 24 Komb.: I+II+1.5xIII+1.05xIV+0.75xV+0.9xVI 25 Komb.: 1.35xI+1.35xII+1.05xIV+1.5xV+0.9xVI 26 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xV+0.9xVI 27 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xIV+0.9xVI 28 Komb.: 1.35xI+1.35xII+1.5xIII+1.05xIV+0.9xVI 29 Komb.: 1.35xI+1.35xII+1.05xIV+0.75xV+1.5xVI 30 Komb.: 1.35xI+1.35xII+1.05xIII+0.75xV+1.5xVI 31 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xIV+0.75xV 32 Komb.: 1.35xI+1.35xII+1.5xIII+1.05xIV+0.75xV 33 Komb.: I+1.35xII+1.05xIII+1.05xIV+1.5xVI 34 Komb.: I+1.35xII+1.05xIII+1.05xIV+1.5xV 35 Komb.: 1.35xI+II+1.05xIII+1.05xIV+1.5xVI

36 Komb.: 1.35xI+II+1.05xIII+1.05xIV+1.5xV 37 Komb.: 1.35xI+1.35xII+1.5xIV+0.75xV+0.9xVI 38 Komb.: 1.35xI+1.35xII+1.5xIII+0.75xV+0.9xVI 39 Komb.: I+1.35xII+1.05xIV+1.5xV+0.9xVI 40 Komb.: I+1.35xII+1.05xIII+1.5xV+0.9xVI 41 Komb.: I+1.35xII+1.05xIII+1.5xIV+0.9xVI 42 Komb.: I+1.35xII+1.5xIII+1.05xIV+0.9xVI 43 Komb.: 1.35xI+II+1.05xIV+1.5xV+0.9xVI 44 Komb.: 1.35xI+II+1.05xIII+1.5xV+0.9xVI 45 Komb.: 1.35xI+II+1.05xIII+1.5xIV+0.9xVI 46 Komb.: 1.35xI+II+1.5xIII+1.05xIV+0.9xVI 47 Komb.: I+1.35xII+1.05xIV+0.75xV+1.5xVI 48 Komb.: I+1.35xII+1.05xIII+0.75xV+1.5xVI 49 Komb.: I+1.35xII+1.05xIII+1.5xIV+0.75xV 50 Komb.: I+1.35xII+1.5xIII+1.05xIV+0.75xV 51 Komb.: 1.35xI+II+1.05xIV+0.75xV+1.5xVI 52 Komb.: 1.35xI+II+1.05xIII+0.75xV+1.5xVI 53 Komb.: 1.35xI+II+1.05xIII+1.5xIV+0.75xV 54 Komb.: 1.35xI+II+1.5xIII+1.05xIV+0.75xV 55 Komb.: I+II+1.05xIII+1.05xIV+1.5xVI 56 Komb.: I+II+1.05xIII+1.05xIV+1.5xV 57 Komb.: I+1.35xII+1.5xIV+0.75xV+0.9xVI 58 Komb.: I+1.35xII+1.5xIII+0.75xV+0.9xVI 59 Komb.: 1.35xI+II+1.5xIV+0.75xV+0.9xVI 60 Komb.: 1.35xI+II+1.5xIII+0.75xV+0.9xVI 61 Komb.: I+II+1.05xIV+1.5xV+0.9xVI 62 Komb.: I+II+1.05xIII+1.5xV+0.9xVI 63 Komb.: I+II+1.05xIII+1.5xIV+0.9xVI 64 Komb.: I+II+1.5xIII+1.05xIV+0.9xVI 65 Komb.: I+II+1.05xIV+0.75xV+1.5xVI 66 Komb.: I+II+1.05xIII+0.75xV+1.5xVI 67 Komb.: I+II+1.05xIII+1.5xIV+0.75xV 68 Komb.: I+II+1.5xIII+1.05xIV+0.75xV 69 Komb.: 1.35xI+1.35xII+1.05xIV+1.5xVI 70 Komb.: 1.35xI+1.35xII+1.05xIV+1.5xV

3

2

40

40

[cm]

T

71 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xVI 72 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xV 73 Komb.: 1.35xI+1.35xII+1.05xIII+1.5xIV 74 Komb.: 1.35xI+1.35xII+1.5xIII+1.05xIV 75 Komb.: I+II+1.5xIV+0.75xV+0.9xVI 76 Komb.: I+II+1.5xIII+0.75xV+0.9xVI 77 Komb.: 1.35xI+1.35xII+1.5xV+0.9xVI 78 Komb.: 1.35xI+1.35xII+1.5xIV+0.9xVI 79 Komb.: 1.35xI+1.35xII+1.5xIII+0.9xVI 80 Komb.: 1.35xI+1.35xII+0.75xV+1.5xVI 81 Komb.: 1.35xI+1.35xII+1.5xIV+0.75xV 82 Komb.: 1.35xI+1.35xII+1.5xIII+0.75xV 83 Komb.: I+1.35xII+1.05xIV+1.5xVI 84 Komb.: I+1.35xII+1.05xIV+1.5xV 85 Komb.: I+1.35xII+1.05xIII+1.5xVI 86 Komb.: I+1.35xII+1.05xIII+1.5xV 87 Komb.: I+1.35xII+1.05xIII+1.5xIV 88 Komb.: I+1.35xII+1.5xIII+1.05xIV 89 Komb.: 1.35xI+II+1.05xIV+1.5xVI 90 Komb.: 1.35xI+II+1.05xIV+1.5xV 91 Komb.: 1.35xI+II+1.05xIII+1.5xVI 92 Komb.: 1.35xI+II+1.05xIII+1.5xV 93 Komb.: 1.35xI+II+1.05xIII+1.5xIV 94 Komb.: 1.35xI+II+1.5xIII+1.05xIV 95 Komb.: I+1.35xII+1.5xV+0.9xVI 96 Komb.: I+1.35xII+1.5xIV+0.9xVI 97 Komb.: I+1.35xII+1.5xIII+0.9xVI 98 Komb.: 1.35xI+II+1.5xV+0.9xVI 99 Komb.: 1.35xI+II+1.5xIV+0.9xVI

100 Komb.: 1.35xI+II+1.5xIII+0.9xVI 101 Komb.: I+1.35xII+0.75xV+1.5xVI 102 Komb.: I+1.35xII+1.5xIV+0.75xV 103 Komb.: I+1.35xII+1.5xIII+0.75xV 104 Komb.: 1.35xI+II+0.75xV+1.5xVI 105 Komb.: 1.35xI+II+1.5xIV+0.75xV 106 Komb.: 1.35xI+II+1.5xIII+0.75xV 107 Komb.: I+II+1.05xIV+1.5xVI 108 Komb.: I+II+1.05xIV+1.5xV 109 Komb.: I+II+1.05xIII+1.5xVI 110 Komb.: I+II+1.05xIII+1.5xV 111 Komb.: I+II+1.05xIII+1.5xIV 112 Komb.: I+II+1.5xIII+1.05xIV 113 Komb.: I+II+1.5xV+0.9xVI 114 Komb.: I+II+1.5xIV+0.9xVI 115 Komb.: I+II+1.5xIII+0.9xVI 116 Komb.: I+II+0.75xV+1.5xVI 117 Komb.: I+II+1.5xIV+0.75xV 118 Komb.: I+II+1.5xIII+0.75xV 119 Komb.: 1.35xI+1.35xII+1.5xVI 120 Komb.: 1.35xI+1.35xII+1.5xV 121 Komb.: 1.35xI+1.35xII+1.5xIV 122 Komb.: 1.35xI+1.35xII+1.5xIII 123 Komb.: I+1.35xII+1.5xVI 124 Komb.: I+1.35xII+1.5xV 125 Komb.: I+1.35xII+1.5xIV 126 Komb.: I+1.35xII+1.5xIII 127 Komb.: 1.35xI+II+1.5xVI 128 Komb.: 1.35xI+II+1.5xV 129 Komb.: 1.35xI+II+1.5xIV 130 Komb.: 1.35xI+II+1.5xIII 131 Komb.: I+II+1.5xVI 132 Komb.: I+II+1.5xV 133 Komb.: I+II+1.5xIV 134 Komb.: I+II+1.5xIII 135 Komb.: 1.35xI+1.35xII 136 Komb.: I+1.35xII 137 Komb.: 1.35xI+II 138 Komb.: I+II+III+IV+V+VI

p=-25.00

p=-25.00

p=-25.00

p=-25.00

p=-23.00

p=-23.00

p=-23.00

p=-23.00

p=-23.00

p=-3.00

p=-3.00

p=-3.00

P=16.00

P=16.00

P=16.00

Obt. 1: g (g)

Izometrija

p=-46.78~-33

.83

p=-60.66~-46.78

p=-75.68~-60

.66

p=-91.79~-75.68

p=-108.57~-91.79

p=-1.36~1.15

p=-3.24~-1.36

p=-4.26~-3.2

4

p=-4.47~-4.26

p=-4.02~-4.47

p=-3.23~-4.0

2

p=-2.62~-3.2

3

p=-2.97~-2.6

2

p=-5.40~-2.97

p=-11.20~-5.

40

p=-21.21~-11

.20

p=-33.83~-21.21

p=-108.33

~-121.13

p=-97.46

~-108.33

p=-89.29~-97.46

p=-84.19~-89.29

p=-82.27~-84.19

p=-83.30~-82

.27

p=-85.41~-83

.30

p=-90.35~-85.41

p=-98.52~-90.35

p=-109.94~-98.52

p=-124.27~-109.94

p=-140.74~-124.27p=-102.42~-126.85

p=-76.98

~-102.42

p=-50.75~-76.98

p=-23.65~-50.75

p=4.62~-23.65

p=-14.11~-82.58

p=6.38~-14.11

p=5.90~6.38

p=-2.03~5.90p=-11.03~-2.03

p=-18.62~-11.03

p=-24.20~-18.62

p=-27.96~-24.20

p=-30.35~-27.96

p=-31.80~-30.35

p=-32.67~-31.80

p=-33.20~-32.67

p=-33.59~-33.20

p=-33.97~-33.59

p=-34.47~-33.97

p=-35.23~-34.47

p=-36.37~-35.23

p=-38.04~-36.37

p=-40.24~-38.04

p=-42.76~-40.24

p=-44.73~-42.76

p=-44.10~-44.73

p=-36.72~-44.10

p=-15.28~-36.72

p=31.44~-15.28

p=-2.57~6.33

p=-10.35~-2.

57

p=-16.68~-10.35

p=-21.61~-16

.68

p=-25.40~-21.61

p=-28.47~-25

.40

p=-31.40~-28.47

p=-35.00~-31

.40

p=-40.35~-35.00

p=-49.02~-40

.35

p=-63.52~-49.02

p=-91.13~-63.52p=-

4.88~-1.12

p=-7.88~-4.8

8

p=-9.79~-7.8

8

p=-10.57~-9.79

p=-10.41~-10.57

p=-9.74~-10.41

p=-9.26~-9.74

p=-9.96~-9.2

6

p=-13.22~-9.96

p=-20.75~-13.22

p=-34.64~-20.75

p=-57.59~-34.64

p=-71.45~-82

.58

p=-67.62~-71.45

p=-63.93~-67

.62

p=-59.50~-63

.93

p=-53.87~-59

.50

p=-46.32~-53.87

p=-38.23~-46

.32

p=-36.69~-38

.23

p=-45.08~-36

.69

p=-66.82~-45.08

p=-104.8

9~-66.82

p=-154.26~-104.89

p=-37.02~-91.13

p=-18.38~-37.02

p=-17.97~-18.38

p=-27.93~-17.97

p=-39.53~-27.93

p=-44.13~-39.53

p=-45.52~-44.13

p=-46.20~-45.52

p=-46.73~-46.20

p=-47.31~-46.73

p=-48.06~-47.31

p=-49.10~-48.06

p=-50.63~-49.10

p=-52.89~-50.63

p=-56.12~-52.89

p=-60.47~-56.12

p=-65.79~-60.47

p=-70.71~-65.79

p=-71.48~-70.71

p=-66.44~-71.48

p=-60.72~-66.44

p=-57.59~-60.72

p=-54.97~-57.59

p=-51.99~-54.97

p=-50.28~-51.99

p=-50.23~-50.28

p=-52.11~-50.23

p=-55.83~-52.11

p=-61.33~-55.83

p=-68.48~-61.33

p=-76.85~-68.48

p=-84.82~-76.85

p=-88.14~-84.82

p=-83.78~-88.14

p=-77.09~-83.78

p=-71.00~-77.09

p=-66.16~-71.00

p=-62.60~-66.16

p=-60.14~-62.60

p=-58.53~-60.14

p=-57.54~-58.53

p=-56.95~-57.54

p=-56.54~-56.95

p=-56.08~-56.54

p=-55.11~-56.08

p=-52.84~-55.11

p=-47.61~-52.84

p=-33.83~-47.61

p=-64.49~-154.26

p=-22.31~-64.49

p=-4.79~-22.31

p=-0.08~-4.79

p=-1.38~-0.08

p=-5.14~-1.38

p=-9.17~-5.14

p=-12.54~-9.17

p=-15.00~-12.54

p=-16.58~-15.00

p=-17.41~-16.58

p=-17.60~-17.41

p=-17.22~-17.60

p=-16.32~-17.22

p=-14.89~-16.32

p=-12.92~-14.89

p=-10.40~-12.92

p=-7.38~-10.40

p=-3.96~-7.38

p=-0.40~-3.96

p=2.65~-0.40

p=5.03~2.65

p=6.33~5.03

p=6.46~6.33

p=5.47~6.46

p=3.75~5.47

p=1.55~3.75

p=-0.62~1.55

p=-2.54~-0.62

p=-4.11~-2.54

p=-5.30~-4.11

p=-6.16~-5.30

p=-6.75~-6.16

p=-7.11~-6.75

p=-7.30~-7.11

p=-7.36~-7.30

p=-7.28~-7.36

p=-7.05~-7.28

p=-6.64~-7.05

p=-5.98~-6.64

p=-5.07~-5.98

p=-3.91~-5.07

p=-2.73~-3.91

p=-1.68~-2.73

p=-1.12~-1.68

p=-1.29~-1.12

p=-1.98~-1.29

p=-2.85~-1.98

p=-3.77~-2.85

p=-4.52~-3.77

p=-5.09~-4.52

p=-5.49~-5.09

p=-5.74~-5.49

p=-5.89~-5.74

p=-5.95~-5.89

p=-5.96

p=-5.92~-5.96

p=-5.86~-5.92

p=-5.81~-5.86

p=-5.79~-5.81

p=-5.82~-5.79

p=-5.90~-5.82

p=-6.02~-5.90

p=-6.15~-6.02

p=-6.23~-6.15

p=-6.17~-6.23

p=-5.85~-6.17

p=-5.09~-5.85

p=-3.71~-5.09

p=-1.59~-3.71

p=1.15~-1.59

p=-19.63~4.62p=-43.24~-19.63

p=-67.54~-43.24

p=-93.71~-67.54p=-122.78~-93.71p=-155.47~-122.7

8p=-192.0

4~-155.47

p=-232.13~-1

92.04p=-231.76~-254.04

p=-216.53~-231.76

p=-208.80~-216.53

p=-206.95~-208.80

p=-212.43~-206.95

p=-224.16~-212.43p=-209.95~-222.82

p=-203.96~-209.95

p=-205.73~-203.96

p=-213.84~-205.73

p=-229.78~-213.84p=-252.96~-229.78

p=-203.88~-240.

p=-169.57~-203

p=-137.93~-169

p=-108.33~-13

p=-79.55~-10

p=-98.66~-180.04

p=-45.25~-98.66

p=-30.93~-45

.25

p=-17.79~-30.93

p=-5.32~-17.

79

p=6.90~-5.32

p=19.15~6.90

p=31.44~19.1

5

P=202.52

P=183.52

P=353.00

P=348.43

P=159.44

Obt. 2: g poz 100 (g)

Izometrija

q = -3.00

q = -5.00

Obt. 3: p

Izometrija

p=3.30~7.78

p=-1.57~3.30

p=-6.71~-1.57

p=-12.01~-6.

71

p=-17.35~-12

.01

p=-1.03~0.94

p=-2.58~-1.03

p=-3.54~-2.58

p=-3.92~-3.54

p=-3.74~-3.9

2

p=-3.00~-3.7

4

p=-1.71~-3.00

p=0.15~-1.71

p=2.57~0.15

p=5.38~2.57

p=7.92~5.38

p=7.78~7.92

p=-26.61

~-29.08

p=-24.66

~-26.61

p=-23.43~-24

.66

p=-23.03~-23.43

p=-23.46~-23.03

p=-24.58~-23.46

p=-25.38~-24.58

p=-26.84~-25.38

p=-29.21~-26.84

p=-32.55~-29.21

p=-36.79~-32.55

p=-41.72~-36.79

p=-22.44~-32.19

p=-11.66~-22

.44

p=0.15~-11.66

p=13.05~0.15p=27.10~13.05

p=4.00~-19.25

p=10.36~4.00

p=9.38~10.36

p=5.89~9.38

p=2.16~5.89

p=-0.92~2.16p=-3.17~-0.92

p=-4.69~-3.17

p=-5.65~-4.69

p=-6.23~-5.65

p=-6.55~-6.23

p=-6.71~-6.55

p=-6.76~-6.71

p=-6.73~-6.76

p=-6.62~-6.73

p=-6.45~-6.62

p=-6.19~-6.45

p=-5.85~-6.19

p=-5.43~-5.85

p=-4.94~-5.43

p=-4.41~-4.94

p=-3.79~-4.41

p=-2.87~-3.79

p=-0.83~-2.87

p=4.60~-0.83

p=-2.92~1.22

p=-6.40~-2.92

p=-8.96~-6.4

0

p=-10.52~-8.

96

p=-11.13~-10.52

p=-10.97~-11

.13

p=-10.34~-10.97

p=-9.71~-10.

34

p=-9.81~-9.7

1

p=-11.70~-9.81

p=-16.99~-11

.70

p=-29.36~-16.99

p=-3.64~-1.1

4

p=-5.59~-3.6

4

p=-6.75~-5.59

p=-6.99~-6.7

5

p=-6.37~-6.99

p=-5.04~-6.3

7

p=-3.33~-5.04

p=-1.79~-3.3

3

p=-1.22~-1.79

p=-2.76~-1.2

2

p=-7.95~-2.7

6

p=-19.17~-7.

95

p=-15.68~-19

.25

p=-16.34~-15.68

p=-17.53~-16

.34

p=-18.43~-17.53

p=-18.45~-18

.43

p=-16.68~-18

.45

p=-12.27~-16

.68

p=-8.18~-12.27

p=-4.92~-8.18

p=-2.00~-4.9

2

p=1.02~-2.00

p=3.94~1.02

p=-11.80~-29.3

6

p=-4.46~-11.80

p=-2.36~-4.46

p=-3.29~-2.36

p=-5.83~-3.29

p=-8.88~-5.83

p=-11.81~-8.88

p=-14.31~-11.81

p=-16.26~-14.31

p=-17.65~-16.26

p=-18.51~-17.65

p=-18.90~-18.51

p=-18.91

p=-18.61~-18.91

p=-18.09~-18.61

p=-17.46~-18.09

p=-16.85~-17.46

p=-16.41~-16.85

p=-16.34~-16.41

p=-16.74~-16.34

p=-17.66~-16.74

p=-19.17~-17.66

p=-19.99~-19.17

p=-19.80~-19.99

p=-19.56~-19.80

p=-19.56

p=-19.91~-19.56

p=-20.53~-19.91

p=-21.30~-20.53

p=-22.13~-21.30

p=-22.94~-22.13

p=-23.67~-22.94

p=-24.31~-23.67

p=-24.82~-24.31

p=-25.22~-24.82

p=-25.51~-25.22

p=-25.69~-25.51

p=-25.77~-25.69

p=-25.74~-25.77

p=-25.61~-25.74

p=-25.33~-25.61

p=-24.81~-25.33

p=-23.90~-24.81

p=-22.31~-23.90

p=-19.56~-22.31

p=-14.85~-19.56

p=-6.79~-14.85

p=7.78~-6.79

p=2.76~3.94

p=0.25~2.76

p=-2.02~0.25

p=-3.78~-2.02

p=-5.10~-3.78

p=-6.12~-5.10

p=-6.84~-6.12

p=-7.35~-6.84

p=-7.68~-7.35

p=-7.88~-7.68

p=-7.94~-7.88

p=-7.88~-7.94

p=-7.69~-7.88

p=-7.37~-7.69

p=-6.89~-7.37

p=-6.23~-6.89

p=-5.37~-6.23

p=-4.30~-5.37

p=-3.02~-4.30

p=-1.61~-3.02

p=-0.34~-1.61

p=0.69~-0.34

p=1.22~0.69

p=1.13~1.22

p=0.52~1.13

p=-0.36~0.52

p=-1.37~-0.36

p=-2.29~-1.37

p=-3.07~-2.29

p=-3.69~-3.07

p=-4.15~-3.69

p=-4.48~-4.15

p=-4.70~-4.48

p=-4.83~-4.70

p=-4.89~-4.83

p=-4.88

p=-4.81~-4.88

p=-4.65~-4.81

p=-4.39~-4.65

p=-4.00~-4.39

p=-3.46~-4.00

p=-2.77~-3.46

p=-2.06~-2.77

p=-1.44~-2.06

p=-1.14~-1.44

p=-1.32~-1.14

p=-1.83~-1.32

p=-2.42~-1.83

p=-2.99~-2.42

p=-3.41~-2.99

p=-3.67~-3.41

p=-3.81~-3.67

p=-3.87~-3.81

p=-3.88

p=-3.86~-3.88

p=-3.84~-3.86

p=-3.83

p=-3.84~-3.83

p=-3.89~-3.84

p=-3.96~-3.89

p=-4.07~-3.96

p=-4.21~-4.07

p=-4.36~-4.21

p=-4.49~-4.36

p=-4.58~-4.49

p=-4.54~-4.58

p=-4.29~-4.54

p=-3.71~-4.29

p=-2.68~-3.71

p=-1.09~-2.68

p=0.94~-1.09

p=14.71~27.10

p=3.43~14.71

p=-7.06~3.43p=-17.05~-7.06

p=-26.85~-17.05

p=-36.70~-

26.85

p=-46.76

~-36.70

p=-57.01

~-46.76p=-48.52~-54.53

p=-43.79~-48.52

p=-40.38~-43.79

p=-37.40~-40.38

p=-35.87~-37.40

p=-35.73~-35.87p=-35.98~-36.00

p=-37.29~-35.98

p=-39.99~-37.29

p=-43.15~-39.99p=-47.63~-43.15p=-53.39~-47.63

p=-39.28~-

50.1

p=-28.31~-39.2

p=-17.17~-28.

p=-5.70~-17.

p=6.30~-5.70

p=-3.86~-1.6

3

p=-4.99~-3.86

p=-4.42~-4.99

p=-3.30~-4.4

2

p=-1.75~-3.30

p=0.17~-1.75

p=2.34~0.17

p=4.60~2.34

P=65.24

P=42.78

P=191.17

P=181.42

P=74.23

Obt. 4: p poz 100

Izometrija

p=-9.57~-11.

60

p=-7.60~-9.5

7

p=-5.81~-7.60

p=-4.27~-5.81

p=-2.98~-4.2

7

p=0.11~1.04

p=-0.62~0.11

p=-1.11~-0.62

p=-1.41~-1.11

p=-1.62~-1.4

1

p=-1.87~-1.6

2

p=-2.34~-1.87

p=-3.25~-2.3

4

p=-4.89~-3.2

5

p=-7.40~-4.8

9

p=-10.41~-7.40

p=-11.60~-10.41p=0.72~0.82

p=0.61~0.72

p=0.51~0.61

p=0.44~0.51

p=0.38~0.44

p=0.35~0.38

p=0.35

p=0.39~0.35

p=0.46~0.39

p=0.56~0.46

p=0.69~0.56

p=0.83~0.69

p=-3.46~-2.2

1

p=-4.99~-3.4

6

p=-6.81~-4.9

9

p=-8.90~-6.8

1

p=-11.20~-8.90

p=-4.12~-11.55

p=-1.38~-4.12

p=-0.88~-1.38

p=-1.29~-0.88

p=-1.97~-1.29

p=-2.60~-1.97

p=-3.10~-2.60

p=-3.45~-3.10

p=-3.68~-3.45

p=-3.83~-3.68

p=-3.93~-3.83

p=-4.00~-3.93

p=-4.06~-4.00

p=-4.14~-4.06

p=-4.24~-4.14

p=-4.40~-4.24

p=-4.64~-4.40

p=-4.96~-4.64

p=-5.36~-4.96

p=-5.79~-5.36

p=-6.09~-5.79

p=-5.92~-6.09

p=-4.71~-5.92

p=-1.56~-4.71p=4.45~-1.56

p=-0.89~1.17

p=-2.72~-0.89

p=-4.29~-2.7

2

p=-5.58~-4.29

p=-6.63~-5.58

p=-7.47~-6.63

p=-8.12~-7.4

7

p=-8.58~-8.12

p=-8.86~-8.58

p=-8.93~-8.8

6

p=-8.84~-8.93

p=-9.10~-8.8

4

p=-1.16~0.30

p=-2.45~-1.1

6

p=-3.49~-2.4

5

p=-4.29~-3.4

9

p=-4.87~-4.29

p=-5.26~-4.8

7

p=-5.49~-5.26

p=-5.60~-5.4

9

p=-5.61

p=-5.50~-5.6

1

p=-5.25~-5.5

0

p=-4.83~-5.2

5

p=-10.92~-11.55

p=-9.80~-10.

92

p=-8.40~-9.80

p=-6.90~-8.40

p=-5.38~-6.90

p=-3.93~-5.3

8

p=-3.13~-3.9

3

p=-3.38~-3.13

p=-4.91~-3.3

8

p=-8.22~-4.9

1p=-13.77~-8.22

p=-20.93~-13.77

p=-3.23~-9.10

p=-2.39~-3.23

p=-4.20~-2.39

p=-7.52~-4.20

p=-10.21~-7.52

p=-9.92~-10.21

p=-8.51~-9.92

p=-7.10~-8.51

p=-5.98~-7.10

p=-5.23~-5.98

p=-4.86~-5.23

p=-4.88~-4.86

p=-5.28~-4.88

p=-6.10~-5.28

p=-7.35~-6.10

p=-9.03~-7.35

p=-10.98~-9.03

p=-12.64~-10.98

p=-12.53~-12.64

p=-10.06~-12.53

p=-7.09~-10.06

p=-4.83~-7.09

p=-3.49~-4.83

p=-2.83~-3.49

p=-2.74~-2.83

p=-3.16~-2.74

p=-4.05~-3.16

p=-5.40~-4.05

p=-7.24~-5.40

p=-9.58~-7.24

p=-12.31~-9.58

p=-14.90~-12.31

p=-15.80~-14.90

p=-13.94~-15.80p=-11.28~-13.94

p=-8.88~-11.28

p=-6.98~-8.88

p=-5.59~-6.98

p=-4.64~-5.59

p=-4.02~-4.64

p=-3.68~-4.02

p=-3.57~-3.68

p=-3.71~-3.57

p=-4.14~-3.71

p=-5.00~-4.14

p=-6.46~-5.00

p=-8.75~-6.46

p=-11.60~-8.75

p=-8.68~-20.93

p=-3.17~-8.68

p=-1.03~-3.17

p=-0.56~-1.03

p=-0.85~-0.56

p=-1.43~-0.85

p=-2.01~-1.43

p=-2.48~-2.01

p=-2.83~-2.48

p=-3.05~-2.83

p=-3.17~-3.05

p=-3.21~-3.17

p=-3.15~-3.21

p=-3.02~-3.15

p=-2.79~-3.02

p=-2.46~-2.79

p=-2.02~-2.46

p=-1.47~-2.02

p=-0.82~-1.47

p=-0.12~-0.82

p=0.48~-0.12

p=0.95~0.48

p=1.17~0.95

p=1.10~1.17

p=0.79~1.10

p=0.33~0.79

p=-0.19~0.33

p=-0.68~-0.19

p=-1.07~-0.68

p=-1.37~-1.07

p=-1.58~-1.37

p=-1.72~-1.58

p=-1.80~-1.72

p=-1.84~-1.80

p=-1.84

p=-1.83~-1.84

p=-1.78~-1.83

p=-1.68~-1.78

p=-1.52~-1.68

p=-1.28~-1.52

p=-0.96~-1.28

p=-0.56~-0.96

p=-0.17~-0.56

p=0.15~-0.17

p=0.30~0.15

p=0.22~0.30

p=-0.04~0.22

p=-0.39~-0.04

p=-0.78~-0.39

p=-1.13~-0.78

p=-1.42~-1.13

p=-1.64~-1.42

p=-1.80~-1.64

p=-1.91~-1.80

p=-1.99~-1.91

p=-2.02~-1.99

p=-2.03

p=-2.01~-2.03

p=-1.98~-2.01

p=-1.94~-1.98

p=-1.90~-1.94

p=-1.87~-1.90

p=-1.83~-1.87

p=-1.79~-1.83

p=-1.73~-1.79

p=-1.63~-1.73

p=-1.46~-1.63

p=-1.16~-1.46

p=-0.66~-1.16

p=0.08~-0.66

p=1.04~0.08

p=-10.70~-11.20

p=-10.51~-10.70

p=-10.84~-10.51

p=-11.85~-10.84

p=-13.66~-11.85p=-16.33~-13.66p=-19.85~-16.33p=-24.15

~-19.85p=-19.49~-23.25

p=-16.46~-19.49

p=-14.25~-16.46

p=-12.81~-14.25

p=-12.17~-12.81

p=-12.26~-12.17

p=-23.84~-25.33

p=-23.06~-23.84

p=-23.18~-23.06

p=-24.29~-23.18

p=-26.40~-24.29p=-29.44~-26.40p=-27.08~-29.6

p=-25.32~-27.

p=-24.38~-25.

p=-24.15~-24

p=-24.38~-24

p=-10.59~-22.54

p=-3.00~-10.59

p=-1.24~-3.00

p=0.21~-1.24

p=1.43~0.21

p=2.50~1.43

p=3.49~2.50

p=4.45~3.49

P=20.22

P=25.67

P=0.60

P=2.81

P=1.21

Obt. 5: s

Izometrija

p=-4.74~-5.62

p=-3.89~-4.7

4

p=-3.11~-3.89

p=-2.43~-3.11

p=-1.87~-2.4

3

p=0.10

p=0.07~0.10

p=-0.36~-0.06

p=-0.93~-0.3

6

p=-1.89~-0.9

3

p=-3.29~-1.8

9

p=-4.93~-3.2

9

p=-5.62~-4.93p=0.15

p=0.15p=0.14

p=0.14

p=0.14

p=0.14

p=0.16~0.14

p=0.20~0.16

p=0.25~0.20

p=0.31~0.25

p=0.38~0.31

p=0.45~0.38

p=-1.56~-0.9

7

p=-2.29~-1.5

6

p=-3.15~-2.2

9

p=-4.14~-3.1

5

p=-5.23~-4.14

p=-1.41~-5.13

p=0.32~-1.41

p=0.92~0.32

p=0.98~0.92

p=0.81~0.98

p=0.59~0.81

p=0.40~0.59

p=0.26~0.40

p=0.16~0.26

p=0.09~0.16p=-0.13~-0.04

p=0.17~0.51

p=-0.14~0.17

p=-0.45~-0.1

4

p=-0.77~-0.45

p=-1.12~-0.77

p=-1.51~-1.12

p=-1.94~-1.5

1

p=-2.41~-1.94

p=-2.90~-2.41

p=-3.38~-2.9

0

p=-3.83~-3.38

p=-4.40~-3.8

3

p=0.05~0.10

p=-0.16~-0.06

p=-0.29~-0.1

6

p=-0.49~-0.2

9

p=-0.76~-0.49

p=-1.11~-0.7

6

p=-1.55~-1.11

p=-2.03~-1.5

5

p=-2.48~-2.0

3

p=-2.78~-2.4

8

p=-4.52~-5.1

3

p=-3.72~-4.5

2

p=-2.86~-3.7

2

p=-2.03~-2.86

p=-1.26~-2.03

p=-0.58~-1.2

6

p=-0.17~-0.5

8

p=0.03~-0.17

p=0.19~0.03

p=0.38~0.19

p=0.66~0.38

p=0.97~0.66

p=-1.77~-4.40

p=-1.39~-1.77

p=-2.20~-1.39

p=-3.67~-2.20

p=-4.84~-3.67

p=-4.60~-4.84

p=-3.84~-4.60

p=-3.09~-3.84

p=-2.51~-3.09

p=-2.12~-2.51

p=-1.94~-2.12

p=-1.95~-1.94

p=-2.16~-1.95

p=-2.59~-2.16

p=-3.24~-2.59

p=-4.12~-3.24

p=-5.15~-4.12

p=-6.06~-5.15

p=-6.15~-6.06

p=-5.10~-6.15

p=-3.79~-5.10

p=-2.78~-3.79

p=-2.11~-2.78

p=-1.69~-2.11

p=-1.53~-1.69

p=-1.59~-1.53

p=-1.89~-1.59

p=-2.42~-1.89

p=-3.21~-2.42

p=-4.25~-3.21

p=-5.51~-4.25

p=-6.70~-5.51

p=-7.11~-6.70

p=-6.22~-7.11

p=-4.95~-6.22

p=-3.81~-4.95

p=-2.91~-3.81

p=-2.25~-2.91

p=-1.80~-2.25

p=-1.52~-1.80

p=-1.39~-1.52

p=-1.37~-1.39

p=-1.48~-1.37

p=-1.76~-1.48

p=-2.26~-1.76

p=-3.07~-2.26

p=-4.25~-3.07

p=-5.62~-4.25

p=0.71~0.97

p=0.36~0.71

p=0.09~0.36

p=-0.11~0.09

p=-0.26~-0.11

p=-0.37~-0.26

p=-0.46~-0.37

p=-0.53~-0.46

p=-0.58~-0.53

p=-0.62~-0.58

p=-0.64~-0.62

p=-0.64

p=-0.62~-0.64

p=-0.57~-0.62

p=-0.49~-0.57

p=-0.38~-0.49

p=-0.25~-0.38

p=-0.09~-0.25

p=0.24~0.07

p=0.36~0.24

p=0.46~0.36

p=0.51~0.46

p=0.53~0.51

p=0.51~0.53

p=0.45~0.51

p=0.36~0.45

p=0.27~0.36

p=0.18~0.27

p=0.12~0.18

p=0.07~0.12

p=0.10~0.08

p=0.12~0.10

p=0.12

p=0.11

p=0.09~0.11

p=-5.35~-5.23

p=-5.61~-5.35

p=-6.14~-5.61

p=-7.02~-6.14p=-8.31~-7.02p=-10.05~-8.31p=-12.24~-10.05p=-14.8

4~-12.24p=-12.80~-14.88

p=-11.16~-12.80

p=-10.02~-11.16

p=-9.34~-10.02

p=-9.14~-9.34

p=-9.39~-9.14p=-14.37~-15.30

p=-13.88~-14.37

p=-13.94~-13.88

p=-14.58~-13.94

p=-15.81~-14.58p=-17.58~-15.81p=-15.54~-17.4

p=-14.09~-15.

p=-13.05~-14.

p=-12.36~-13

p=-11.89~-12

p=-0.13~-0.1

0

P=9.78

P=11.41

P=0.25

P=1.73

P=0.69

Obt. 6: w

Izometrija

Statični preračun

d = 0.35 m

455.30470.21

415.56

58.53 62.99 66.20 52.15

49.85

47.1249.9051.54

56.16

48.61

75.41 74.21

57.20

57.12

σ,tal [kN/m²]13.70

78.92

144.13

209.35

274.57

339.79

405.00

470.22

Obt. 139: [MSNŽ] 7-137

Vplivi v pov.podpori: max σ,tal= 470.21 / min σ,tal= 13.70 kN/m² Nivo: [0.00 m]

d = 0.35 m

-7.31

-6.74-6.82

-3.09

-7.13

-6.86 -7.13 -7.22 -6.33

-5.96

-5.67-5.78-5.88

-6.61

-5.58

-6.70

-6.40

s,tal [m]/1000

-7.32

-6.72

-6.11

-5.51

-4.90

-4.30

-3.69

-3.09

Obt. 138: I+II+III+IV+V+VI

Vplivi v pov.podpori: max s,tal= -3.09 / min s,tal= -7.31 m / 1000 Nivo: [0.00 m]


d = 0.35 m

12.14

1.71 1.10 2.38 1.06

0.52

2.051.93

3.44

0.33

9.84 10.21


0.00

0.64

1.28

1.92

2.56

3.20

3.84

4.48

5.12

5.76

6.39

7.03

7.67

8.31

8.95

9.59

10.23

10.87

11.51

12.15


Aa - sp.cona - Smer 1 - max Aa1,s= 12.14 cm²/m Nivo: [0.00 m]

d = 0.35 m

13.14

3.36 1.96 2.89 1.67

1.38

0.350.260.23

3.07

9.32 9.141.83


0.00

0.69

1.38

2.07

2.77

3.46

4.15

4.84

5.53

6.22

6.92

7.61

8.30

8.99

9.68

10.37

11.07

11.76

12.45

13.14


Aa - sp.cona - Smer 2 - max Aa2,s= 13.14 cm²/m Nivo: [0.00 m]

d = 0.35 m

-4.71-4.67

-2.85

-2.21

-1.69-0.22

-0.88

-3.40

-1.73

-2.66


-4.72

-4.47

-4.22

-3.97

-3.73

-3.48

-3.23

-2.98

-2.73

-2.48

-2.24

-1.99

-1.74

-1.49

-1.24

-0.99

-0.75

-0.50

-0.25

-0.00


Aa - zg.cona - Smer 1 - max Aa1,z= -4.71 cm²/m Nivo: [0.00 m]

d = 0.35 m

-4.92

-5.01

-0.05

-1.22

-3.00-2.00-3.06

-1.89

-1.66

-1.94

-0.65


-5.02

-4.76

-4.49

-4.23

-3.96

-3.70

-3.43

-3.17

-2.91

-2.64

-2.38

-2.11

-1.85

-1.59

-1.32

-1.06

-0.79

-0.53

-0.26

0.00


Aa - zg.cona - Smer 2 - max Aa2,z= -5.01 cm²/m Nivo: [0.00 m]

d = 0.35 m

Q-503(α1=

0°, α2=90°

)

Ø14/20(α=0°)

Ø14/20(α=90°)

Ø14/20(α=0°)

Ø14/20(α=90°)

Ø12/10(α=90°)

Aa - sp.cona [cm²/m]

0.00

0.69

1.38

2.07

2.77

3.46

4.15

4.84

5.53

6.22

6.92

7.61

8.30

8.99

9.68

10.37

11.07

11.76

12.45

13.14


Aa - sp.cona Nivo: [0.00 m]

d = 0.35 m

Q-503(α1=

0°, α2=90°

)

Aa - zg.cona [cm²/m]

-5.02

-2.51

0.00


Aa - zg.cona Nivo: [0.00 m]

Kontrola plošče proti preboju Nivo: [0.00 m] Prerez 1 (6.55,5.15,0.00) C 30

KONTROLA PREREZA OB ROBU STEBRA Merodajna kombinacija: I+II+III+IV+V+VI Merodajna strižna napetost (točka A) ved = 0.061 MPa Debelina plošče d,pl = 0.350 m Statična višina plošče hs = 0.320 m Trdnost betona fck = 30.000 MPa Računska trdnost betona fcd = 20.000 MPa Koeficient ν = 0.528 Koeficient γc = 1.500 Maksimalna odpornost vRd,max =

0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.06 <= 4.22)

Pogoj je izpolnjen. KONTROLA KRITIČNEGA PREREZA 1. (Lh = 0.64m od roba stebra) Merodajna kombinacija: I+II+III+IV+V+VI Merodajna strižna napetost (točka B) ved = 0.198 MPa Debelina plošče d,pl = 0.350 m Statična višina plošče hs = 0.320 m

d = 0.35 m

1 2 3

Kontrola plošč na preboj - dispozicija Nivo: [0.00 m]

A B

168

168

hs 35

b/d=40/40

Lh

Obseg kritičnega prereza u1 = 5.621 m Trdnost betona fck = 30.000 MPa Računska trdnost betona fcd = 20.000 MPa Koeficient ν = 0.528 Koeficient γc = 1.500 Maksimalna odpornost vRd,max =

0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.20 <= 4.22)

Pogoj je izpolnjen. Obstoječa armatura v plošči Površina armature - smer 1 Aa,1 = 12.723 cm2 Procent armiranja - smer 1 ρ,1 = 0.398 % Površina armature - smer 2 Aa,2 = 12.723 cm2 Procent armiranja - smer 2 ρ,2 = 0.398 % Srednja vrednost procenta armiranja ρl = 0.398 % Koeficient CRd,c = 0.120 Koeficient K1 = 0.100 Koeficient k,vmin= 0.035 Koeficient vmin= 0.459 Normalna napetost v betonu σcp = 0.018 MPa Odpornost proti preboju plošče brez dodatne armature za varnost. vRd,c = 0.493 MPa

Pogoj: ved <= vRd,c (0.20 <= 0.49) Pogoj je izpolnjen, ni potrebna dodatna armatura proti preboju plošče.



0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.06 <= 4.22)

Pogoj je izpolnjen. KONTROLA KRITIČNEGA PREREZA 1. (Lh = 0.64m od roba stebra) Merodajna kombinacija: I+II+III+IV+V+VI Merodajna strižna napetost (točka B) ved = 0.203 MPa Debelina plošče d,pl = 0.350 m Statična višina plošče hs = 0.320 m Obseg kritičnega prereza u1 = 5.621 m Trdnost betona fck = 30.000 MPa Računska trdnost betona fcd = 20.000 MPa Koeficient ν = 0.528 Koeficient γc = 1.500 Maksimalna odpornost vRd,max =

0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.20 <= 4.22)



A B

168

168

hs 35

b/d=40/40

Lh



0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.05 <= 4.22)

Pogoj je izpolnjen. KONTROLA KRITIČNEGA PREREZA 1. (Lh = 0.64m od roba stebra) Merodajna kombinacija: I+II+III+IV+V+VI Merodajna strižna napetost (točka B) ved = 0.161 MPa Debelina plošče d,pl = 0.350 m Statična višina plošče hs = 0.320 m Obseg kritičnega prereza u1 = 2.811 m Trdnost betona fck = 30.000 MPa Računska trdnost betona fcd = 20.000 MPa Koeficient ν = 0.528 Koeficient γc = 1.500 Maksimalna odpornost vRd,max =

0.40×ν×fcd =

4.224 MPa

Pogoj: ved <= vRd,max (0.16 <= 4.22)



A

B

168

84

hs 35

b/d=40/40

Lh

obteŽba s snegom - občina rogatec

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