design resistance steel sections en 1993-1-1 (16-03)

8/19/2019 Design Resistance Steel Sections en 1993-1-1 (16-03)

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309469926.xlsx / http://nbviewer.jupyter.org/gist/PedroBiel /243

Design Resistance of the Hot Rolled Steel Sections206!03!02 Pedro Biel

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P1 60 30.0 20.63

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P 200 $2.00 $.4

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P 220 .90 66.2

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P 240 9.$ 6.4

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P1 300 *092.$ 3.$

P 300 *264.30 30.90

P 300 *4$.0 $4.63


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; 200x200x$9 *6.60 36.2

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13/243


; 2$0x2$0x3 2*3.$ 209.64

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; 2$0x2$0x3 3*926.$ 3.$9

; 2$0x2$0x49 4*460.30 432.40; 2$0x2$0x6 $*02.$$ 4.33

; 30x00x2.0 632.6 $.$3

; 30x00x23. 4.64 6$.96

; 30x00x2.3 $0.23 2.60

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; 30x30x$ 4*.$ $$$.3

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; 30x30x23 *4.60 926.

; 30x30x33 *$0.6$ *029.64

; 30x30x342 9*399.0 *3.33

; 360x30x32.9 99.9$ .20

; 360x30x39.0 *0.30 36.23

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; 360x200x64 *92.43 24.3$

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; 360x2$0x0 3*029.$ 396.92

; 360x2$0x0 3*29.0$ 43.93

; 360x2$0x22 3*642.$0 43.06


14/243


; 360x30x34 4*009.0 $4.02

; 360x30x4 4*4$.6$ 604.42

; 360x30x62 4*4.0$ 66$.$2

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; 360x40x2 *60.0$ *92.39

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15/243


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16/243


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17/243


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P 30x0 3*33.$0 360.96


18/243


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P 30x32 3*93.$$ 429.3$

P 360x0 3*243.00 4.49

P 360x32 3*94.00 $0.3

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19/243


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20/243


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21/243


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22/243


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23/243


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24/243


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; 40x2x294 *960.4$ 3*09.0


25/243

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P 2x4 3*33.$0 360.96

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26/243


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27/243


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7 $x$0 2*22.0 206.0


28/243


ccording to EN 1993-1-1:2005

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29/243


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30/243


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31/243


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32/243


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34/243


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35/243


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36/243


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41/243


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44/243


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326.

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67/243


349.

3.2$

432.00

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$4.$4

629.4

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4.40

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68/243


63.3

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902.2$

9$4.0

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32.24


69/243


.63

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90.

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*$$.$


70/243


*$2.3

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2*0.$

2*6$.4

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2*9$$.0$

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3*00$.2$

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71/243


4*292.43

4*6.64

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2*$04.60

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269.32

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00.$0


72/243


92.49

34.2

6$6.9$

99.$$

920.6

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6.93.39

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4.30

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3.

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$0.2

*02.90

*66.20

*496.

99.2


73/243


design resistance steel sections en 1993-1-1 (16-03)

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