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A4

>@

Prask archeologick muzeum Tnov Marek oEK

a) Vpoet zaten sloupu nad zkladovou patkou

tlouka [m] objem. tha [kN/m3] char.zat. [kN/m2] nvrh. zat. [kN/m2] 1 Sten deska stl nsyp nho kameniva 0,0700 17,00 1,19 1,61

hydroizolan folie 0,0030 12,00 0,04 0,05minerln vlna 0,2200 1,40 0,31 0,42

hydroizolan folie 0,0030 12,00 0,04 0,05B deska 0,3000 25,00 7,50 10,13

9,07 12,24

char.zat. [kN/m2] nvrh. zat. [kN/m2]

promnn snhov oblast - I 0,7000 [kN/m2] tvarov souinitel 0,8000 souinitel expozice 1,0000 tepeln souinitel 1,0000 zaten snhem 0,56 0,84

uitn 0,75 1,13

1,31 1,97

celkem 10,38 14,21

char.zat. [kN] nvrh. zat. [kN]

2 Sloup pod stechou stl od stechy z.p. [m2] 48,47 439,62 593,49

objem [m3] objem. tha [kN/m3] char.zat. [kN] nvrh. zat. [kN]

vlastn 2,3970 25,00 59,93 80,90

499,55 674,39


promnn od stechy z.p. [m2] 48,47 63,50 95,24

celkem 563,04 769,63

tlouka [m] objem. tha [kN/m3] char.zat. [kN/m2] nvrh. zat. [kN/m2]

3 Strop pod depozitem stl marmoleum 0,0035 12,00 0,04 0,06vyrovnvac strka 0,0030 22,00 0,07 0,09betonov mazanina 0,0530 24,00 1,27 1,72

separan folie 0,0020 12,00 0,02 0,03desky minerln vlny 0,0400 1,60 0,06 0,09

B deska 0,3000 25,00 7,50 10,13

8,97 12,11



promnn uitn 7,50 11,25

celkem 16,47 23,36


4 Sloup pod depozitem stl od desky z.p. [m2] 48,47 434,68 586,82


vlastn 2,3970 25,00 59,93 80,90

494,60 667,72


promnn od desky z.p. [m2] 48,47 363,53 545,29

celkem 858,13 1213,00


5 Strop pod slem stl marmoleum 0,0035 12,00 0,04 0,06

vyrovnvac strka 0,0030 22,00 0,07 0,09betonov mazanina 0,0530 24,00 1,27 1,72

separan folie 0,0020 12,00 0,02 0,03desky minerln vlny 0,0400 1,60 0,06 0,09

B deska 0,3000 25,00 7,50 10,13

8,97 12,11



celkem 12,97 18,11


6 Sloup pod slem stl od desky z.p. [m2] 48,47 434,68 586,82


vlastn 3,3970 25,00 84,93 114,65

519,60 701,47



celkem 713,48 992,29


tlouka [m] objem. tha [kN/m3] char.zat. [kN/m2] nvrh. zat. [kN/m2] 7 Strop pod expozic stl marmoleum 0,0035 12,00 0,04 0,06

dutinov podlaha 0,55 0,74

B deska 0,3000 25,00 7,50 10,13

8,09 10,92



celkem 13,09 18,42


8 Sloup pod expozic stl od desky z.p. [m2] 48,47 392,22 529,50


vlastn 3,3970 25,00 84,93 114,65

477,14 644,14



celkem 719,49 1007,67


9 Strop pod garemi stl PUR strka 0,0030 10,00 0,03 0,04B deska 0,3000 25,00 7,50 10,13

7,53 10,17



celkem 10,03 13,92


10 Sloup pod garemi stl od desky z.p. [m2] 48,47 364,98 492,72


vlastn 2,5220 25,00 63,05 85,12

428,03 577,84



celkem 549,20 759,60


char.zat. [kN] poet char.zat. [kN] nvrh. zat. [kN] 13 Zaten nad patkou stl stecha 499,5479 1 499,55 674,39

depozit 494,6040 4 1978,42 2670,86sl 519,6040 1 519,60 701,47

expozice 477,1442 1 477,14 644,14

gare 428,0291 1 428,03 577,84

3902,74 5268,70

char.zat. [kN] poet char.zat. [kN] nvrh. zat. [kN]

promnn stecha 63,4957 1 63,50 85,72depozit 363,5250 4 1454,10 1963,04sl 193,8800 1 193,88 261,74

expozice 242,3500 1 242,35 327,17

gare 121,1750 1 121,18 163,59

2075,00 2801,25

celkem 5977,74 8069,95

b) Dimenzovn vztue sloupu

Nsd = 8070 kN = 8,07 MN sloup 500500 mm = 0,50,5 m beton C30/37 (fck = 30 MPa) m = 1,5 fcd = 20 MPa ocel B500 (fyk = 500 MPa) m = 1,15 fyd = 434,78 MPa

b.1) vpoet plochy vztue

Nsd = 0,8 Ac fcd + As fyd Nsd - 0,8 Ac fcd = As fyd As = (Nsd - 0,8 Ac fcd) / fyd = (8,07 0,8 0,25 20) / 434,78 = 0,0092 m2

b.2) nvrh vztue

12 profil 32 mm -> Asn = 0,0096 m2

b.3) oven stupn vytuen

0,003Ac Asn 0,08Ac 0,003 0,25 Asn 0,08 0,25 0,00075 0,0096 0,02 vyhovuje

b.4) oven nosnosti

Nrd = 0,8 Ac fcd + Asn fyd Nrd = 0,8 0,25 20 + 0,0096 434,78 = 8,17 MN > 8,07 MN

Nrd > Nsd

b.5) Je navrena vztu z 12 profil 32mm.


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A4

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