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Steel Beam

BR6

BR6

SB10SB10

SB10

SB10

SB100

SB100

SB100

SB100

SB100

SB100SB100

SB100

SB100

SB100

SB101

SB101

SB101

SB101

SB102SB105

SB105

SB106

SB106

SB106

SB106

SB106

SB106

SB108SB108

SB108

SB108

SB108

SB108

SB108

SB108

SB108

SB108SB217

SB27

NB : Ce mtr est ralis surla base des plans AKTsui!ants :S"180#C8 et S"020#C12

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SB27

SB27

SB27

SB27

SB27

SB27SB27

SB27

SB27

SB27

SB27

SB27

SB27

SB27

SB27SB27

SB27

SB27

SB27

SB27

SB27

SB27

SB27

SB27SB27

SB27

SB$2

SB$2

SB%

SB%5

SB%5

SB%5

SB%5SB%5

SB%5

SB%5

SB%6

SB%6

SB%6

SB%6

SB%7

SB%7SB%&

SB%&

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SB%&

SB%&

SB%&

SB50

SB50

SB50SB50

SB50

SB50

SB55

SB55

SB55

SB55

SB55

Balustrades des bal'(ns

SB6%SB6%

SB6%

SB6%

SB78

SB78

SB78

SB&0

SB&0

SB&0SB&0

SB&0

SB&0

SB&0

SB&0

SB&$

otal (!")

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Poutres mtalliques

Pro#ls !"$m m

27$ ) 10 C*S 6%+& 7+%$

27$ ) 10 C*S 6%+& 7+%$

*, 280 B 10$ 2+51%*, 280 B 10$ $+1%2

*, 280 B 10$ 6+00$

*, 280 B 10$ 5+8%

*, 650 - 2&$ 5+1

*, 650 - 2&$ 1+&8

*, 650 - 2&$ %

*, 650 - 2&$ 2

*, 650 - 2&$ $+&6

*, 650 - 2&$ %+065*, 650 - 2&$ 1+&71

*, 650 - 2&$ 1+&72

*, 650 - 2&$ 6+126

*, 650 - 2&$ %+&17

*, 650 - Tappered t( %50 .pr(/l '(niue 2&$ 2+1


*, 650 - Tappered t( %50 .pr(/l '(niue 2&$ 2+0&1


*, 800 A Tappered t( %50 .pr(/l '(niue 22% %+75250)250)16 S*S 115 6+28&

250)250)16 S*S 115 6+28&

*, 650 B 225 6+16

*, 650 B 225 6+016

*, 650 B 225 5+$1

*, 650 B 225 %+7

*, 650 B 225 $+7$

*, 650 B 225 $+77

*, 600 A 178 2+2$*, 600 A 178 2+86

*, 600 A 178 2+$

*, 600 A 178 %+1$

*, 600 A 178 %+$7

*, 600 A 178 %+76

*, 600 A 178 2+$$

*, 600 A 178 2+52

*, 600 A 178 2+71

*, 600 A 178 2+&5.N(n menti(nn sur S"020#C12 # $+226

*, 220 A 50 5 % 15

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*, 220 A 50+5 $+25

*, 220 A 50+5 2+6%$

*, 220 A 50+5 1+682

*, 220 A 50+5 2+&%6

*, 220 A 50+5 $+00&

*, 220 A 50+5 1+56%*, 220 A 50+5 2+82

*, 220 A 50+5 2+26%

*, 220 A 50+5 $+186

*, 220 A 50+5 1+%6$

*, 220 A 50+5 $+708

*, 220 A 50+5 $+211

*, 220 A 50+5 1+77

*, 220 A 50+5 2+$75

*, 220 A 50+5 $+22*, 220 A 50+5 1+001

*, 220 A 50+5 2+%2$

*, 220 A 50+5 2+0&8

*, 220 A 50+5 $+028

*, 220 A 50+5 2+&%

*, 220 A 50+5 2+&%%

*, 220 A 50+5 $+1&$

*, 220 A 50+5 1+6&&

*, 220 A 50+5 2+51$*, 220 A 50+5 $+011

*, 220 A 50+5 $+21

*, 800 B 262 %+2%7

*, 800 B 262 $+811

*, 800 - $17 %+$1

*, $00 A 88+$ 1+1

*, $00 A 88+$ 1+0%2

*, $00 A 88+$ 1+18

*, $00 A 88+$ 1+$6*, $00 A 88+$ 1+18

*, $00 A 88+$ 1+0%2

*, $00 A 88+$ 1+0$%

*, %50 A 1%0 5+0%

*, %50 A 1%0 %+05

*, %50 A 1%0 %+76

*, %50 A 1%0 %+77

*, 800 A 22% %+5$

*, 800 A 22% 5+&0&%50)%00)%0)20 R*S $68 5+0&8

%50)%00)%0)20 R*S $68 5 0&8

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%50)%00)%0)20 R*S $68 $+77

%50)%00)%0)20 R*S $68 %+52

%50)%00)%0)20 R*S $68 5

$00)%00)10 R*S 106+8 1+02

$00)%00)10 R*S 106+8 1+01

$00)%00)10 R*S 106+8 2+$62$00)%00)10 R*S 106+8 2+$62

$00)%00)10 R*S 106+8 2+86%

$00)%00)10 R*S 106+8 2+82%

, 220 26+2 $+28&

, 220 26+2 2+5%%

, 220 26+2 2+8%6

, 220 26+2 0+51$

, 220 26+2 0+516

, 80 6 %+868, 80 6 5+%17

, 80 6 %+868

, 80 6 5+%17

RS 875)750)70)$5 1082+$ 10

RS 875)750)70)$5 1082+$ 11+668

RS 875)750)70)$5 1082+$ $+5&6

250)150)63$ R*S $8 2+225

250)150)63$ R*S $8 1+&&

250)150)63$ R*S $8 2+8$&250)150)63$ R*S $8 2+6&$

250)150)63$ R*S $8 2+6&7

250)150)63$ R*S $8 2+&&

250)150)63$ R*S $8 1+6$$

250)150)63$ R*S $8 2+%$

RS Trape4(id 1200 &86+% 1&+&8

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Mtr de la charpente mtallique R+1 ( Front Of

Poids (&") Steel 'olumn

%82+21 SC2

%82+21 SC2

258+&% SC2$2$+6$ SC2

618+$1 SC2

601+52 SC2

1%&%+$0 SC2

580+1% SC2

1172+00 SC2

586+00 SC2

1160+28 SC2

11&1+05 SC2577+50 SC2

577+80 SC2

17&%+&2 SC2

1%%0+68 SC2

615+$0 SC2

60&+%% SC2

612+66 SC8

606+51 SC8

106%+00 otal (!")72$+2%

72$+2%

1$86+00

1$5$+60

11&%+75

1057+50

8$&+25

8%8+25

$&6+&%50&+08

%0&+%0

7$5+1%

777+86

8%7+28

%1%+7%

%%8+56

%82+$8

525+100+00

20& 58

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16%+1$

1$$+%7

8%+&%

1%8+77

151+&5

78+&81%2+%1

11%+$$

160+8&

7$+88

187+25

162+16

8&+$&

11&+&%

162+6150+55

122+$6

105+&5

152+&1

1%8+%7

1%8+67

161+25

85+80

126+&1152+06

162+11

1112+71

&&8+%8

1$66+27

&7+1$

&2+01

10%+1&

120+0&10%+1&

&2+01

&1+$0

705+60

567+00

666+%0

667+80

101%+72

1$2$+621876+06

1876 06

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1$87+$6

166$+$6

18%0+00

108+&%

107+87

252+26252+26

$05+88

$01+60

86+17

66+65

7%+57

1$+%%

1$+52

2&+21$2+50

2&+21

$2+50

1082$+00

12628+28

$8&1+&5

8%+55

75+62

107+88102+$$

102+%&

11$+62

62+05

&2+$%

1&708+27

11**,

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House )Poteau%

Pro#ls !"$m m Poids (!")

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57*, $00 B 117 %+21 %&2+57

*, $00 B 117 %+21 %&2+57

*, $00 B 117 $+705 %$$+%85

*, $00 B 117 $+705 %$$+%85

*, $00 B 117 $+$6 $&$+12

*, $00 B 117 $+$6 $&$+12

*, %00 - 1160+6 $+2 $71$+&2

*, %00 - 1160+6 $+2 $71$+&2

1-.,,

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Poutres mtalliques

Pro#ls Poids (&") /inaire (m)

27$ ) 10 C*S &6%+%1 1%+860

*, 280 B 1802+%0 17+%&&

*, 650 - 1057%+66 $6+0&1

*, 650 - Tappered t( %50 .pr(/l '(niue 2%%$+&1 8+$%1

*, 800 A Tappered t( %50 .pr(/l '(niue 106%+00 %+750

250)250)16 S*S 1%%6+%7 12+578

*, 650 B 667&+$5 2&+686

*, 600 A 55%6+%8 $1+160

*, 220 A $601+71 71+$21

*, 800 B 2111+20 8+058

*, 800 - 1$66+27 %+$10

*, $00 A 700+&$ 7+&$8

*, %50 A 2606+80 18+620

*, 800 A 2$$8+$% 10+%$&

%50)%00)%0)20 R*S 86%2+85 2$+%86

$00)%00)10 R*S 1$28+81 12+%%2

, 220 25%+$5 &+708

, 80 12$+%2 20+570

RS 875)750)70)$5 27$%$+2$ 25+26%

250)150)63$ R*S 7%0+8& 1&+%&7

RS Trape4(id 1200 1&708+27 1&+&80

otal 11**, 0-.*

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Mtr de la charpente mtalliquPoteau%

Pro#ls Poids (!") /inaire (m)

*, $00 B 85%&+1& 7$+07

*, %00 - 7%27+8% 6+%

otal 1-.,, ,.0,

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R+1 ( Front Of House )

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Métré CM R+1 FOH

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Transcript of Métré CM R+1 FOH