Moment Connection Beam Column IS & BS SECTION FOR IS800.XLS

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

1096 Prep. by NDM

Calculation No. Checked by

Date

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM DESIGN OF NON STANDARD CONNECTIONS Member ID-01 (Refer pipe support Detail '6') ( MOMENT CONNECTION) Refer Drawing Nos. - C63-AYZ202-00304 TO C63-AYZ202-00309, C63-AYZ202-000318, 10010-C63-AYZ202-000319

Member - ISMB300 connected to steel column ISMB300 Design force = Ac =

At

=

Fy Fz Mz

= = = = 120

CONNECTION TYPE

100

MEMBER ID - ( Right Side connection)

kN

100 kN 0 kN ` 100 kNm MC Without Stiffeners mm

ISMB300 ISMB300

Beam Column Number Of Bolts M 60 65

24

4 Nos Dia bolts BUTT Weld @ flanges

mm mm BEAM ISMB300

40 mm thk end plate

65 60

140

mm mm

mm

8

mm weld @ web

ELEVATION Column Section Properties

SIDE ELEVATION

ISMB300

GRADE OF STEEL FE410 2

D = Total Depth

=

300 mm

ax = Area of section

=

56.3

mm

Bf = Flange Width

=

140 mm

fy = Yield stress

=

250

N/mm2

tf = Thickness of flange

=

12.4 mm

fu =Ultimate Tensile stress

=

410

N/mm2

tw = Thickness of web

=

7.5 mm

dw = Clear depth of web (D-2tf)

=

275.2 mm

Beam Section

ISMB300

GRADE OF STEEL S275

Db = Total Depth

=

300 mm

axb = Area of section

=

56.3

cm2

Bfb = Flange Width

=

140 mm

fy = Yield stress

=

275

N/mm2

tfb = Thickness of flange

=

12.4 mm

fu =Ultimate Tensile stress

=

430

N/mm2

twb = Thickness of web

=

7.5 mm

dwb = Clear depth of web (D-2tf)

=

275.2 mm D

x

Weld thickness for Beam web to Column

=

8 mm ,

End Plate Dimensions

=

538 mm

Weld thickness for Stiffener to Beam

=

8 mm

End Plate Fy

=

250 N/mm2

x

B

x Thickness

240 mm

40 mm

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

:

Using

24

fyb

=

Fu

Dia Bolts with

8.8 Grade

660 N/mm2

=

E.D

Hole Dia =

60 mm

830 N/mm2

Do

,

100

=

X 103

+

(300 - 12.4)

Date

120 mm

Net Area of Bolt =

362 mm2

=

=

379

kN

30.83 KN

Tension Taken by the Web Tension Capacity of the Flange

26 mm

:-

31

Tension Taken by Flange =

=

Gauge g =

CHECK FOR TENSION IN TOP OR BOTTOM FLANGE T

Calculation No. Checked by

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

Bolt Properties

1)

1096 Prep. by NDM

= Ag Fy

38.3

KN

=

434 KN

SAFE

1.1 Shear Capacity of Flange For Fz

=

Av X Fy

=

251 KN

√3 x 1.1

T

V

+

Td

2)

=

0.87

FLANGE IS SAFE

Vd

EVALUATION OF WELD AT FLANGES AND WEB a)

Determine weld size around flange Length of weld available in flange

=

Design strength of Shop fillet weld 'fwd'

Design strength of Field fillet weld 'fwd' Force per mm length

379 272.5

=

Weld Strength for Size

140

2 x 273

=

-7.5

mm

=

fwn / ((3^0.5) x ‫ץ‬mw)

=

410/ ((3^0.5) x 1.25)

=

189.4

=

157.8

=

1.39

10 WELD =

1.34

……………

N/mm2 N/mm2 kN/mm kN/mm

Weld Not Adequate

Provide Full penetration butt weld At flanges b) Determine weld size around web Resultant shear

Length of weld available

Force per mm length

100 2 100

= = =

0

2

2 x (300 - 2 x 12.4 - 2 x 12.4) 500.8 mm

=

Checking the size of weld = Weld capacity = 0.7 536 = Therefore,

+ kN

100.00 500.8 8 x

=

0.20

mm fillet weld 8 x 189 x kN > 100 kN

8 mm fillet weld to the Web

Cl. No. 10.5.7.1.1…..IS 800-2007

kN/mm

500.8 Safe

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

Tension capacity of M 30 dia (0.9 x fub x An / ‫ץ‬mw) = Min of or = Min of (0.9 x 830 x 362 /1.25 189 = 216 > kN Safe

Vnsb

=

=

2

8.8 grade bolts (fyb x Asb x ( ‫ץ‬mb/ ‫ץ‬mo))

……………. Cl. No. 10.3.5 of IS 800 -2007 (660 x 452 x (1.25/1.1)

or

830

139

x

(

kN

1 3 >

x x 25

= 25 kN ……………. Cl. No. 10.3.3 of IS 800 -2007

362 + 1.25

0

)

Safe

kN

Bearing capacity of bolt 'V dpb ' Vdpb

Kb

Vnpb / ‫ץ‬mb 2.5 Kb.d.t.fu / ‫ץ‬mb

= =

Smaller of =

=

Vdpb

=

2.5

x 188

……………. Cl. No. 10.3.4 of IS 800 -2007

e / 3do, p / 3do-0.25, fub / fu, 1 0.77 x kN >

= = =

0.77 NA 2.02

24 25

x kN

12.4

Where, t = Min .of (End plate thk. Or column flange thk.) x 410 / 1.25 Safe

Prying effect Prying force (Q)

β η be fo t le

lv

= = = = = =

=

lv 2 le

=

[Te

-

β η fo be t4

kN =

0

]

27 le lv2

2 for Non Pretensioned Bolt 1.5 Effective width of flange per pair of bolts 581 Proof stress (0.7 x fub) = 40 Thickness of end plate = Distance between Prying force and bolt centre line Min of [le = 1.1t √(β fo / fy) and end distance] le = 1.1t √(β fo / fy) = 94.86 mm OR 60.00 Hence le = mm Distance for bolt centre line to toe of the fillet weld 58.8 = (g - tw - 2 x s) / 2 =

-50.65 Q = Prying force (Q)

5)

379 / 189 kN

(V) = (100/4) Vnsb / ‫ץ‬mb = fub x (nn x Anb + ns x Asb) 1.25 3 x

=

4)

Date

Shear capacity of bolt 'V dsb ' Shear force in each bolt Shear capacity of bolt 'Vdsb'

c)

Calculation No. Checked by

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

3) TO DETERMINE THE SIZE & NUMBER OF BOLTS REQUIRED Tension capacity of bolt T b a) Tension on each bolt = T = =

b)

1096 Prep. by NDM

=

2

Edge distance

mm

kN

2

+

T Tdb

2

25 139

≤

1

2

+

189 216

=

0.80

<

1

mm

mm

PRYING CAN BE IGNORED CHECK BOLTS SUBJECT TO COMBINED SHEAR & TENSION V Vnsb

130

N/mm2

Safe

=

60 mm

=

12 mm

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project 6)

: :

1096 Prep. by NDM

Calculation No. Checked by

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

CHECK END PLATE FOR MOMENT Taking moment at stiffener plate Distance between bolt centre to the flange edge of Beam 0.5 x 12.4 = ( 65 ) Lo = 59 mm Tension in each bolt

Te

=

Moment

= =

Moment at edge of flange ( Considering Cantilever action on the End Plate) Thk. Of plate, t

7)

(Te x Lo -Q x Le ) 11.13 kN.m

4 x 250 /1.1

=

= Therefore,

189 kN

38.8

11.13 x

130

(

680

100

kN

x

10^6

x

40

mm

Provide 40 thick End plate

GROSS SHEAR CAPACITY OF PLATE Gross shear area Design shear strength of end plate 27200 = x 3 x =

3141

kN

SUMMARY End plate Bolts

= =

Weld

=

4

=

)

250 1.25 >

40 Thk Nos

538 24

mm X Dia Bolts

Safe

240 mm

Provide Full penetration butt weld At flanges 8 mm fillet weld to the Web

=

27200

mm2

Date

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

1096 Prep. by NDM

Calculation No. Checked by

Date

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM DESIGN OF NON STANDARD CONNECTIONS Member ID-01 (Refer pipe support Detail '6') ( MOMENT CONNECTION) Refer Drawing Nos. - C63-AYZ202-00304 TO C63-AYZ202-00309, C63-AYZ202-000318, 10010-C63-AYZ202-000319

Member - UC305X305X118 connected to steel column UC305X305X118 Design force = Ac =

At

=

Fy Fz Mz

= = = = 120

CONNECTION TYPE

360

MEMBER ID -02 ( Right Side connection)

kN

205 kN 240 kN ` 315 kNm MC Without Stiffeners mm

Beam UC305X305X118 Column UC305X305X118 Number Of Bolts M 60 65

25 mm

30

8 Nos Dia bolts BUTT Weld @ flanges

mm mm BEAM UC305X305X118

150 mm 40 mm thk end plate

65 60

307

mm

mm mm

300

12 mm weld @ stiffeners

8

12 mm thk. Stiffener mm weld @ web

ELEVATION Column Section Properties

SIDE ELEVATION

UC305X305X118

GRADE OF STEEL S275

D = Total Depth

=

314.5 mm

ax = Area of section

=

150

mm2

Bf = Flange Width

=

307.4 mm

fy = Yield stress

=

275

N/mm2

tf = Thickness of flange

=

18.7 mm

fu =Ultimate Tensile stress

=

430

N/mm2

tw = Thickness of web

=

12 mm

=

277.1 mm

dw = Clear depth of web (D-2tf) Beam Section

UC305X305X118

GRADE OF STEEL S275

Db = Total Depth

=

314.5 mm

axb = Area of section

=

150

cm2

Bfb = Flange Width

=

307.4 mm

fy = Yield stress

=

275

N/mm2

tfb = Thickness of flange

=

18.7 mm

fu =Ultimate Tensile stress

=

430

N/mm2

twb = Thickness of web

=

12 mm

dwb = Clear depth of web (D-2tf)

=

277.1 mm

Weld thickness for Beam web to Column

=

8 mm ,

Weld thickness for Stiffener to Column

Weld thickness for Stiffener to Beam

=

8 mm

End Plate Thickness

=

40 mm

=

12 mm

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

1096 Prep. by NDM

Date

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

Bolt Properties

:

Using

30

fyb

=

Fu

Dia Bolts with

=

8.8 Grade

Hole Dia

660 N/mm2

E.D

=

60 mm

830 N/mm2

pitch =

150 mm

Do

,

315

=

X 103

+

(314.5 - 18.7)

=

120 mm

Net Area of Bolt =

565 mm2

=

1203

kN

138 KN

Tension Taken by the Web Tension Capacity of the Flange

33 mm

:-

138

Tension Taken by Flange =

=

Gauge g =

1) CHECK FOR TENSION IN TOP OR BOTTOM FLANGE T

Calculation No. Checked by

= Ag Fy

84.1

KN

=

1437 KN

SAFE

1.1 Shear Capacity of Flange For Fz

=

Av X Fy

=

830 KN

√3 x 1.1

T

V

+

Td

=

0.98

FLANGE IS SAFE

Vd

2) EVALUATION OF WELD AT FLANGES AND WEB a)

Determine weld size around flange Length of weld available in flange

=

Design strength of Shop fillet weld 'fwd'

Design strength of Field fillet weld 'fwd' Force per mm length

1203 602.8

=

Weld Strength for Size

307.4

2 x 603

=

-12

mm

=

fwn / ((3^0.5) x ‫ץ‬mw)

=

410/ ((3^0.5) x 1.25)

=

189.4

=

157.8

=

2.00

12 WELD =

1.61

……………

N/mm2 N/mm2 kN/mm kN/mm

Weld Not Adequate

Provide Full penetration butt weld At flanges b) Determine weld size around web Resultant shear

Length of weld available

Force per mm length

205 2 316

= = =

240

2

2 x (314.5 - 2 x 18.7 - 2 x 18.7) 479.4 mm

=

Checking the size of weld = Weld capacity = 0.7 513 = Therefore,

+ kN

315.63 479.4 8 x

=

0.66

mm fillet weld 8 x 189 x kN > 316 kN

8 mm fillet weld to the Web

Cl. No. 10.5.7.1.1…..IS 800-2007

kN/mm

479.4 Safe

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

Tension capacity of M 30 dia = Min of (0.9 x fub x An / ‫ץ‬mw) or = Min of (0.9 x 830 x 565 /1.25 301 = 338 > kN Safe

Date

1203 / 301 kN

4

8.8 grade bolts (fyb x Asb x ( ‫ץ‬mb/ ‫ץ‬mo))

……………. Cl. No. 10.3.5 of IS 800 -2007 (660 x 707 x (1.25/1.1)

or

Shear capacity of bolt 'V dsb ' Shear force in each bolt Shear capacity of bolt 'Vdsb' Vnsb

=

(V) = (316/8) Vnsb / ‫ץ‬mb = fub x (nn x Anb + ns x Asb) 1.25 3 x 830

=

= c)

Calculation No. Checked by

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

3) TO DETERMINE THE SIZE & NUMBER OF BOLTS REQUIRED Tension capacity of bolt T b a) Tension on each bolt = T = =

b)

1096 Prep. by NDM

217

x

(

kN

1 3 >

x x

= 39 kN ……………. Cl. No. 10.3.3 of IS 800 -2007

565 + 1.25

0

)

Safe

39.5 kN

Bearing capacity of bolt 'V dpb ' Vdpb

Kb

Vnpb / ‫ץ‬mb 2.5 Kb.d.t.fu / ‫ץ‬mb

= =

Smaller of =

=

……………. Cl. No. 10.3.4 of IS 800 -2007

e / 3do, p / 3do-0.25, fub / fu,

= = =

0.61 1.27 1.93

30 39.45

x kN

1 Vdpb

=

2.5

x 292.4

0.61 kN

x >

18.7

Where, t = Min .of (End plate thk. Or column flange thk.) x 430 / 1.25 Safe

4) CHECK BOLTS SUBJECT TO COMBINED SHEAR & TENSION 2

V Vnsb

2

+

T Tdb

2

39 217

≤

1

2

+

301 338

=

0.82

<

1

Safe

=

19 mm

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

1096 Prep. by NDM

Calculation No. Checked by

Date

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

5) CHECK END PLATE FOR MOMENT Taking moment at stiffener plate Distance between bolt centre to fillet weld of stiffeners plate = ( 120 12 2 x 12 = 42 mm Tension in each bolt

= =

Moment at edge of stiffener plate (60 %Transfer Considering fixity both ends) Thk. Of plate, t

Therefore,

32.7

kN.m

7.58

4 x 250 /1.1

=

=

301 kN 7.58

)/2

x

10^6

x

40

x

125 )

(

530

316

kN

=

2 x 601 kN

mm

Provide 40 thick End plate

6) GROSS SHEAR CAPACITY OF PLATE Gross shear area

=

Design shear strength of end plate 21200 = x 3 2448

=

x kN

)

=

21200

mm2

250 1.25 >

Safe

7) DESIGN OF STIFFENER PLATE Tensile force transferred to flanges = For Stiffener, Consider cantilever distance B. M.

B. M.

thk. of plate = Section modulus of plate M Z M Z

= = =

60 mm (Part of the force will directly get transferred to the beam top flange) x 10^3 601.4 x 60 x 10^6 36.1 N.mm

=

36.1 21.65

12 =

mm (12

21.65 x 10^6 270 x 10^3

=

+

301

V bd

Check Tension Capacity of the Stiffener Tension in the Stiffener Tension Capacity

=

<

: = =

x 10^6 x 10^6 &

x N.mm depth = 90000 )/4

x

=

Conservative Estimate (60%)

300 mm (For Depth Refer Input Page) x 10^3 270 mm3 Shear in the Stiffener = 361 kN

N/mm2

80.2

250 1.1

0.6

=

227.3

Shear Stress

N/mm2

=

100 N/mm2

SAFE

360.9 KN Conservative Estimate (60%) Ag Fy = 315 KN < 361 KN 1.1 Increase Plate Thickness

NOT SAFE

Project No: Rev 0

Design Excellence (India) Pvt. Ltd. Client Project

: :

1096 Prep. by NDM

Calculation No. Checked by

RELIANCE INDUSTRIES LIMITED RELIANCE JAMNAGAR 3 PROGRAM

Check weld between stiffener & End Plate

for

Tension Force in the Stiffener = 601 x Weld length available = 116 mm 12 mm weld , strength of the stiffener = 310 kN Butt Weld between stiffener & End Plate

0.6

=

361 kN

Check weld between stiffener & beam flange Total tension on stiffener = Depth of stiffener plate =

2 300

x mm

265

=

530

kN

Consider 60% of Tension force resisted by weld in between stiffener & beam top flange Total tension in plate =

530

Force per mm weld length

Using 6 mm Weld capacity

thk fillet weld = 0.707 = 0.80

x

=

x kN/mm

0.6

=

2

318 x

6

x >

318

300

kN

=

0.53

189 0.53 kN/mm

Provide 6 mm Weld to Stiffener & Flange

SUMMARY End plate Bolts Stiffeners Weld

= = = =

40 Thk 546 mm X 240 mm 8 Nos 30 Dia Bolts 12 thk stiffeners Provide Full penetration butt weld At flanges 8 mm fillet weld to the Web Provide 6 mm Weld to Stiffener & Flange Butt Weld between stiffener & End Plate

kN/mm

Date

Name UC152X152X23 UC152X152X30 UC152X152X37 UC203X203X46 UC203X203X52 UC203X203X60 UC203X203X71 UC254X254X73 UC203X203X86 UC254X254X89 UC305X305X97 UC254X254X107 UC305X305X118 UC356X368X129 UC254X254X132 UC305X305X137 UC356X368X153 UC305X305X158 UC254X254X167 UC356X368X177 UC305X305X198 UC356X368X202 UC356X406X235 UC305X305X240 UC305X305X283 UC356X406X287 UC356X406X340 UC356X406X393 UC356X406X467 UC356X406X551 UC356X406X634 Name UB127X76X13 UB152X89X16 UB178X102X19 UB254X102X22 UB203X102X23 UB305X102X25 UB203X133X25 UB254X102X25 UB305X102X28 UB254X102X28 UB203X133X30 UB254X146X31 UB305X102X33 UB356X127X33 UB254X146X37 UB305X127X37 UB406X140X39 UB356X127X39 UB305X165X40

AX 29.2 38.3 47.1 58.7 66.3 76.4 90.4 93.1 110 113 123 136 150 164 168 174 195 201 213 226 252 257 299 306 360 366 433 501 595 702 808 AX 16.5 20.3 24.3 28 29.4 31.6 32 32 35.9 36.1 38.2 39.7 41.8 42.1 47.2 47.2 49.7 49.8 51.3

D 152.4 157.6 161.8 203.2 206.2 209.6 215.8 254.1 222.2 260.3 307.9 266.7 314.5 355.6 276.3 320.5 362 327.1 289.1 368.2 339.9 374.6 381 352.5 365.3 393.6 406.4 419 436.6 455.6 474.6 D 127 152.4 177.8 254 203.2 305.1 203.2 257.2 308.7 260.4 206.8 251.4 312.7 349 256 304.4 398 353.4 303.4

Bf 152.2 152.9 154.4 203.6 204.3 205.8 206.4 254.6 209.1 256.3 305.3 258.8 307.4 368.6 261.3 309.2 370.5 311.2 265.2 372.6 314.5 374.7 394.8 318.4 322.2 399 403 407 412.2 418.5 424 Bf 76 88.7 101.2 101.6 101.8 101.6 133.2 101.9 101.8 102.2 133.9 146.1 102.4 125.4 146.4 123.4 141.8 126 165

Tf

Tw

6.8 9.4 11.5 11 12.5 14.2 17.3 14.2 20.5 17.3 15.4 20.5 18.7 17.5 25.3 21.7 20.7 25 31.7 23.8 31.4 27 30.2 37.7 44.1 36.5 42.9 49.2 58 67.5 77 Tf 7.6 7.7 7.9 6.8 9.3 7 7.8 8.4 8.8 10 9.6 8.6 10.8 8.5 10.9 10.7 8.6 10.7 10.2

5.8 6.5 8 7.2 7.9 9.4 10 8.6 12.7 10.3 9.9 12.8 12 10.4 15.3 13.8 12.3 15.8 19.2 14.4 19.1 16.5 18.4 23 26.8 22.6 26.6 30.6 35.8 42.1 47.6 Tw 4 4.5 4.8 5.7 5.4 5.8 5.7 6 6 6.3 6.4 6 6.6 6 6.3 7.1 6.4 6.6 6

Iz 1250 1748 2210 4568 5259 6125 7618 11410 9449 14270 22250 17510 27670 40250 22530 32810 48590 38750 30000 57120 50900 66260 79080 64200 78870 99880 122500 146600 183000 226900 274800 Iz 473 834 1356 2841 2105 4455 2340 3415 5366 4005 2896 4413 6501 8249 5537 7171 12510 10170 8503

DE 123.6 123.6 123.6 160.8 160.8 160.8 160.8 200.3 160.8 200.3 246.7 200.3 246.7 290.2 200.3 246.7 290.2 246.7 200.3 290.2 246.7 290.2 290.2 246.7 246.7 290.2 290.2 290.2 290.2 290.2 290.2 DE 96.6 121.8 146.8 225.2 169.4 275.9 172.4 225.2 275.9 225.2 172.4 219 275.9 311.6 219 265.2 360.4 311.6 265.2

UB305X127X42 UB254X146X43 UB356X171X45 UB406X140X46 UB305X165X46 UB305X127X48 UB356X171X51 UB457X152X52 UB305X165X54 UB406X178X54 UB356X171X57 UB457X152X60 UB406X178X60 UB356X171X67 UB406X178X67 UB457X191X67 UB457X152X67 UB406X178X74 UB457X152X74 UB457X191X74 UB457X191X82 UB457X152X82 UB533X210X82 UB457X191X89 UB533X210X92 UB457X191X98 UB533X210X101 UB610X229X101 UB533X210X109 UB610X229X113 UB533X210X122 UB610X229X125 UB686X254X125 UB762X267X134 UB610X229X140 UB686X254X140 UB762X267X147 UB610X305X149 UB686X254X152 UB686X254X170 UB762X267X173 UB838X292X176 UB610X305X179 UB838X292X194 UB762X267X197 UB914X305X201 UB1016X305X222 UBM16X305X222 UB914X305X224 UB838X292X226 UB610X305X238 UB1016X305X249

53.4 54.8 57.3 58.6 58.7 61.2 64.9 66.6 68.8 69 72.6 76.2 76.5 85.5 85.5 85.5 85.6 94.5 94.5 94.6 104 105 105 114 117 125 129 129 139 144 155 159 159 171 178 178 187 190 194 217 220 224 228 247 251 256 283 283 286 289 303 317

307.2 259.6 351.4 403.2 306.6 311 355 449.8 310.4 402.6 358 454.6 406.4 363.4 409.4 453.4 458 412.8 462 457 460 465.8 528.3 463.4 533.1 467.2 536.7 602.6 539.5 607.6 544.5 612.2 677.9 750 617.2 683.5 754 612.4 687.5 692.9 762.2 834.9 620.2 840.7 769.8 903 970.3 970.3 910.4 850.9 635.8 980.2

124.3 147.3 171.1 142.2 165.7 125.3 171.5 152.4 166.9 177.7 172.2 152.9 177.9 173.2 178.8 189.9 153.8 179.5 154.4 190.4 191.3 155.3 208.8 191.9 209.3 192.8 210 227.6 210.8 228.2 211.9 229 253 264.4 230.2 253.7 265.2 304.8 254.5 255.8 266.7 291.7 307.1 292.4 268 303.3 300 300 304.1 293.8 311.4 300

12.1 12.7 9.7 11.2 11.8 14 11.5 10.9 13.7 10.9 13 13.3 12.8 15.7 14.3 12.7 15 16 17 14.5 16 18.9 13.2 17.7 15.6 19.6 17.4 14.8 18.8 17.3 21.3 19.6 16.2 15.5 22.1 19 17.5 19.7 21 23.7 21.6 18.8 23.6 21.7 25.4 20.2 21.1 21.1 23.9 26.8 31.4 26

8 7.2 7 6.8 6.7 9 7.4 7.6 7.9 7.7 8.1 8.1 7.9 9.1 8.8 8.5 9 9.5 9.6 9 9.9 10.5 9.6 10.5 10.1 11.4 10.8 10.5 11.6 11.1 12.7 11.9 11.7 12 13.1 12.4 12.8 11.8 13.2 14.5 14.3 14 14.1 14.7 15.6 15.1 16 16 15.9 16.1 18.4 16.5

8196 6544 12070 15690 9899 9575 14140 21370 11700 18720 16040 25500 21600 19460 24330 29380 28930 27310 32670 33320 37050 36590 47540 41020 55230 45730 61520 75780 66820 87320 76040 98610 118000 150700 111800 136300 168500 125900 150400 170300 205300 246000 153000 279200 240000 325300 408000 408000 376400 339700 209500 481300

265.2 219 311.6 360.4 265.2 265.2 311.6 407.6 265.2 360.4 311.6 407.6 360.4 311.6 360.4 407.6 407.6 360.4 407.6 407.6 407.6 407.6 476.5 407.6 476.5 407.6 476.5 547.6 476.5 547.6 476.5 547.6 615.1 686 547.6 615.1 686 540 615.1 615.1 686 761.7 540 761.7 686 824.4 868.1 868.1 824.4 761.7 540 868.2

UBM16X305X249 UB914X305X253 UB1016X305X272 UBM16X305X272 UB914X305X289 UB1016X305X314 UBM16X305X314 UB914X419X343 UB1016X305X349 UBM16X305X349 UB914X419X388 UB1016X305X393 UBM16X305X393 UB1016X305X437 UBM16X305X437 UB1016X305X487 UBM16X305X487 Name ISLB75 ISJB150 ISLB100 ISJB175 ISJB200 ISMB100 ISLB125 ISJB225 ISMB125 ISLB150 ISMB150 ISLB175 ISWB150 ISMB175 ISLB200 ISWB175 ISLB225 ISMB200 ISHB150 ISLB250 ISWB200 ISHB150A ISMB225 ISLB275 ISWB225 ISHB150B ISHB200 ISMB250 ISLB300 ISHB200A ISWB250 ISLB325 ISHB225 ISMB300

317 323 347 347 368 400 400 437 445 445 494 500 500 557 557 620 620 AX 7.7 9 10.2 10.3 12.6 14.6 15.1 16.3 16.6 18.1 19 21.3 21.7 24.6 25.3 28.1 29.9 32.3 34.5 35.5 36.7 39 39.7 42 43.2 44.1 47.5 47.5 48.1 50.9 52 54.9 54.9 56.3

980.2 918.4 990.1 990.1 926.6 1000 1000 911.8 1008.1 1008.1 921 1016 1016 1025.9 1025.9 1036.1 1036.1 D 75 150 100 175 200 100 125 225 125 150 150 175 150 175 200 175 225 200 150 250 200 150 225 275 225 150 200 250 300 200 250 325 225 300

300 305.5 300 300 307.7 300 300 418.5 302 302 420.5 303 303 305.4 305.4 308.5 308.5 Bf 50 50 50 50 60 75 75 80 75 80 80 90 100 90 100 125 100 100 150 125 140 150 110 140 150 150 200 125 150 200 200 165 225 140

26 27.9 31 31 32 35.9 35.9 32 40 40 36.6 43.9 43.9 49 49 54.1 54.1 Tf 5 4.6 6.4 4.8 5 7.2 6.5 5 7.6 6.8 7.6 6.9 7 8.6 7.3 7.4 8.6 10.8 9 8.2 9 9 11.8 8.8 9.9 9 9 12.5 9.4 9 9 9.8 9.1 12.4

16.5 17.3 16.5 16.5 19.5 19.1 19.1 19.4 21.1 21.1 21.4 24.4 24.4 26.9 26.9 30 30 Tw 3.7 3 4 3.2 3.4 4 4.4 3.7 4.4 4.8 4.8 5.1 5.4 5.5 5.4 5.8 5.8 5.7 5.4 6.1 6.1 8.4 6.5 6.4 6.4 11.8 6.1 6.9 6.7 7.8 6.7 7 6.5 7.5

481300 436300 554000 554000 504200 644200 644200 625800 723100 723100 719600 807700 807700 909900 909900 1021400 1021400 Iz 73 322 168 479 781 258 407 1309 449 688 726 1096 839 1272 1697 1509 2502 2235 1456 3718 2625 1540 3442 5375 3921 1636 3608 5132 7333 3722 5943 9875 5280 8604

868.2 824.4 868.1 868.1 824.4 868.2 868.2 799.6 868.1 868.1 799.6 868.2 868.2 867.9 867.9 867.9 867.9

ISHB225A ISWB300 ISLB350 ISHB250 ISMB350 ISHB250A ISLB400 ISWB350 ISHB300 ISMB400 ISHB300A ISLB450 ISWB400 ISHB350 ISHB350A ISMB450 ISLB500 ISHB400 ISWB450 ISHB400A ISLB550 ISMB500 ISHB450 ISHB450A ISWB500 ISLB600 ISMB550 ISWB550 ISMB600 ISWB600 ISWB600A

59.7 61.3 63 65 66.7 69.7 72.4 72.5 74.8 78.5 80.3 83.1 85 85.9 92.2 92.3 95.5 98.7 101.2 104.7 110 110.7 111.1 117.9 121.2 126.7 132.1 143.3 156.2 170.4 184.9

225 300 350 250 350 250 400 350 300 400 300 450 400 350 350 450 500 400 450 400 550 500 450 450 500 600 550 550 600 600 600

225 200 165 250 140 250 165 200 250 140 250 170 200 250 250 150 180 250 200 250 190 180 250 250 250 210 190 250 210 250 250

9.1 10 11.4 9.7 14.2 9.7 12.5 11.4 10.6 16 10.6 13.4 13 11.6 11.6 17.4 14.1 12.7 15.4 12.7 15 17.2 13.7 13.7 14.7 15.5 19.3 17.6 20.8 21.3 23.6

8.6 7.4 7.4 6.9 8.1 8.8 8 8 7.6 8.9 9.4 8.6 8.6 8.3 10.1 9.4 9.2 9.1 9.2 10.6 9.9 10.2 9.8 11.3 9.9 10.5 11.2 10.5 12 11.2 11.8

5479 9822 13158 7737 13630 7984 19306 15522 12545 20458 12950 27536 23427 19160 19803 30391 38579 28084 35058 28824 53162 45218 39211 40350 52291 72868 64894 74906 91813 106199 115627

NAME

CM2 AX

MM D

MM Bf

MM Tf

MM Tw

CM^4 IZ

IPE80 IPE100 IPE120 IPE140 IPE160 IPE180 IPE200 IPE220 IPE240 IPE270 IPE300 IPE330 IPE360 IPE400 IPE450 IPE500 IPE550 IPE600

7.643 10.32 13.21 16.43 20.09 23.95 28.48 33.37 39.12 45.95 53.81 62.61 72.73 84.46 98.82 115.5 134.4 156

80 100 120 140 160 180 200 220 240 270 300 330 360 400 450 500 550 600

46 55 64 73 82 91 100 110 120 135 150 160 170 180 190 200 210 220

5.2 5.7 6.3 6.9 7.4 8 8.5 9.2 9.8 10.2 10.7 11.5 12.7 13.5 14.6 16 17.2 19

3.8 4.1 4.4 4.7 5 5.3 5.6 5.9 6.2 6.6 7.1 7.5 8 8.6 9.4 10.2 11.1 12

80 171 318 541 869 1317 1943 2772 3892 5790 8356 11770 16270 23130 33740 48200 67120 92080

NAME

AX CM2

D MM

Bf MM

Tf MM

Tw MM

IZ CM^4

HEA100 HE120A HE100B HE140A HE120B HE160A HE140B HE180A HE100M HE200A HE160B HE220A HE180B HE120M HE240A HE200B HE140M HE260A HE220B HE160M HE280A HE240B HE180M HEA300 HE260B HE320A HE200M

21.2 25.3 26 31.4 34 38.8 43 45.3 53.2 53.8 54.3 64.3 65.3 66.4 76.8 78.1 80.6 86.8 91 97.1 97.3 106 113 112.5 118 124 131

96 114 100 133 120 152 140 171 120 190 160 210 180 140 230 200 160 250 220 180 270 240 200 290 260 310 220

100 120 100 140 120 160 140 180 106 200 160 220 180 126 240 200 146 260 220 166 280 240 186 300 260 300 206

8 8 10 8.5 11 9 12 9.5 20 10 13 11 14 21 12 15 22 12.5 16 23 13 17 24 14 17.5 15.5 25

5 5 6 5.5 6.5 6 7 6 12 6.5 8 7 8.5 12.5 7.5 9 13 7.5 9.5 14 8 10 14.5 8.5 10 9 15

349 606 450 1033 864 1673 1509 2510 1143 3692 2492 5410 3831 2018 7763 5696 3291 10450 8091 5098 13670 11260 7483 18260 14920 22930 10640

MM H 59.6 74.6 93.4 112.2 127.2 146 159 177.6 190.4 219.6 248.6 271 298.6 331 378.8 426 467.6 514 MM H 56 74 56 92 74 104 92 122 56 134 104 152 122 74 164 134 92 177 140 104 196 164 122 208 177 225 134

HE280B HE340A HE360A HE220M HE300B HE400A HE320B HE340B HE450A HE360B HE400B HE500A HE240M HE550A HE450B HE260M HE600A HE500B HE280M HE650A HE550B HE700A HE600B HE650B HE800A HE300M HE700B HE320M HE340M HE360M HE900A HE400M HE800B HE450M HE500M HE1000A HE550M HE600M HE900B HE650M HE700M HE1000B HE800M HE900M HE1000M

131 133 143 149 149 159 161 171 178 181 198 198 200 212 218 220 226 239 240 242 254 260 270 286 286 303 306 312 316 319 321 326 334 335 344 347 354 364 371 374 383 400 404 424 444

280 330 350 240 300 390 320 340 440 360 400 490 270 540 450 290 590 500 310 640 550 690 600 650 790 340 700 359 377 395 890 432 800 478 524 990 572 620 900 668 716 1000 814 910 1008

280 300 300 226 300 300 300 300 300 300 300 300 248 300 300 268 300 300 288 300 300 300 300 300 300 310 300 309 309 308 300 307 300 307 306 300 306 305 300 305 304 300 303 302 302

18 16.5 17.5 26 19 19 20.5 21.5 21 22.5 24 23 32 24 26 32.5 25 28 33 26 29 27 30 31 28 39 32 40 40 40 30 40 33 40 40 31 40 40 35 40 40 36 40 40 40

10.5 9.5 10 15.5 11 11 11.5 12 11.5 12.5 13.5 12 18 12.5 14 18 13 14.5 18.5 13.5 15 14.5 15.5 16 15 21 17 21 21 21 16 21 17.5 21 21 16.5 21 21 18.5 21 21 19 21 21 21

19270 27690 33090 14600 25170 45070 30820 36660 63720 43190 57680 86970 24290 111900 79890 31310 141200 107200 39550 175200 136700 215300 171000 210600 303400 59200 256900 68130 76370 84870 422100 104100 359100 131500 161900 553800 198000 237400 494100 281700 329300 644700 442600 570400 722300

NAME

AX CM2

D MM

Bf MM

Tf MM

Tw MM

IZ CM^4

UPE80 UPE100 UPE120

10.07 12.5 15.42

80 100 120

50 55 60

7 7.5 8

4 4.5 5

106 206 364

196 243 261 152 208 298 225 243 344 261 298 390 164 438 344 177 486 390 196 534 438 582 486 534 674 208 582 225 243 261 770 298 674 344 390 874 438 486 770 534 582 868 674 770 868

46 65 80

UPE140 UPE160 UPE180 UPE200 UPE220 UPE240 UPE260 UPE280 UPE300 UPE320 UPE350 UPE380 UPE400

18.42 21.67 25.11 29.01 37.4 42.3 48.3 53.3 58.8 75.8 77.3 80.4 91.5

NAME

AX CM2

140 160 180 200 220 240 260 280 300 320 350 380 400

65 70 75 80 80 85 90 95 100 100 100 102 110

9 9.5 10.5 11 12.5 13 14 15 16 17.5 16 16 18

5 5.5 5.5 6 9 9.5 10 10 10 14 14 13.5 14

605 925 1350 1910 2690 3600 4820 6280 8030 10870 12840 15760 20350

L100x100x8 2L100x100x8 ST100x100x8 UB838x292x176+325x16 UB610X229X125+260x12 BU450x350x16x10 MB450+170x12PL BU1800x500x50x25 BU600x350x36x22 BU600x400x45x28 BU800X450X63X45 BU800x475x75x56 BU450x350x16x10

328.02 221.74 153.8 133.1 925 368.16 502.8 870.3 1076.5 153.8

866.9 636.2 450 474 1800 600 600 800 800 450

325 260 350 170 500 350 400 450 475 350

34.8 31.6 16 29.4 50 36 45 63 75 16

14 4343000 11.9 159400 10 58800 9.4 52200 25 4.85E+06 22 227700 28 308800 45 886600 56 1068000 10 58800

98 117 135 152 195 214 232 250 268 285 318 348 364

Ct 1.39 1.41 1.53 1.69 1.75 1.89 1.95 2.05 2.2 2.21 2.5 2.45 2.69 2.69 2.7 2.86 2.88 3.04 3.07 3.09 3.38 3.29 3.4 3.74 4.11 3.79 4.16 4.53 5.02 5.58 6.1 Ct 1.3 1.6 1.8 3.5 2.2 4.4 2.1 3.3 4.2 3.2 2.1 2.7 4.1 4.6 2.6 3.8 5.3 4.4 3

Iy

Zx

Zy

400 560 706 1548 1778 2065 2537 3908 3127 4857 7308 5928 9059 14610 7531 10700 17550 12570 9870 20530 16300 23690 30990 20310 24630 38680 46850 55370 67830 82670 98130 Iy 56 90 137 119 164 123 308 149 155 179 385 448 194 280 571 336 410 358 764

182 248 309 497 567 656 799 992 977 1224 1592 1484 1958 2479 1869 2297 2965 2680 2424 3455 3440 3972 4687 4247 5105 5812 6999 8222 10000 12080 14240 Zx 84 123 171 259 234 342 258 306 403 353 314 393 481 543 483 539 724 659 623

80 112 140 231 264 305 374 465 456 575 726 697 895 1199 878 1053 1435 1230 1137 1671 1581 1920 2383 1951 2342 2949 3544 4154 5034 6058 7108 Zy 23 31 42 37 50 39 71 46 49 55 88 94 60 70 119 85 91 89 142

NBf 152 152 152 203 203 203 203 254 203 254 305 254 305 368 254 305 368 305 254 368 305 368 406 305 305 406 406 406 406 406 406 NBf 76 89 102 102 102 102 133 102 102 102 133 146 102 127 146 127 140 127 165

3.9 2.6 4.1 5 3.1 3.9 3.9 6 3.2 4.8 4 5.8 4.6 4 4.7 5.5 5.9 4.8 5.9 5.4 5.5 6 6.8 5.5 6.6 5.5 6.5 7.8 6.6 7.6 6.7 7.5 8.9 10.3 7.6 8.6 10.2 6.5 8.6 8.7 10 11.4 6.7 11.1 9.9 12.5 13.8 13.8 12.1 10.8 7.1 13.2

389 677 811 538 896 461 968 645 1063 1021 1108 795 1203 1362 1365 1452 913 1545 1047 1671 1871 1185 2007 2089 2389 2347 2692 2915 2943 3434 3388 3932 4383 4788 4505 5183 5455 9308 5784 6630 6850 7799 11410 9066 8175 9423 9546 9546 11240 11360 15840 11750

614 566 775 888 720 711 896 1096 846 1055 1010 1287 1199 1211 1346 1471 1453 1501 1627 1653 1831 1811 2059 2014 2360 2232 2612 2881 2828 3281 3196 3676 3994 4644 4142 4558 5156 4594 5000 5631 6198 6808 5547 7640 7167 8351 9807 9807 9535 9155 7486 11350

98 141 147 118 166 116 174 133 196 178 199 163 209 243 237 237 187 267 213 272 304 240 300 338 356 379 399 400 436 469 500 535 542 570 611 638 647 937 710 811 807 842 1144 974 959 982 1020 1020 1163 1212 1574 1245

127 146 171 140 165 127 171 152 165 178 171 152 178 171 178 191 152 178 152 191 191 152 210 191 210 191 210 229 210 229 210 229 254 267 229 254 267 305 254 254 267 292 305 292 267 305 305 305 305 292 305 305

13.2 12 12.5 12.5 12.2 12.9 12.9 10.2 13.1 13.1 10.3 13.8 13.8 14 14 14.4 14.4 Ct 0.9 2.1 1.3 2.7 2.9 1.1 1.6 3.3 1.5 2 1.8 2.3 1.7 2.2 2.6 1.9 2.9 2.3 1.3 3.2 2.1 1.7 2.7 3.5 2.4 2 1.7 2.9 3.7 2 2.4 3.9 1.9 3.6

11750 13300 14000 14000 15600 16230 16230 39160 18460 18460 45440 20500 20500 23450 23450 26720 26720 Iy 10 9 13 10 17 41 43 41 44 55 53 80 95 85 115 189 113 150 432 193 329 460 218 287 449 495 967 335 376 995 858 511 1354 454

11350 10940 12830 12830 12570 14850 14850 15480 16590 16590 17670 18540 18540 20760 20760 23200 23200 Zx 21 48 38 63 89 57 72 131 80 100 108 138 125 163 187 192 249 250 214 331 291 227 343 434 387 242 394 458 542 408 524 673 512 641

1245 1371 1470 1470 1601 1713 1713 2890 1941 1941 3341 2168 2168 2469 2469 2800 2800 Zy 6 6 8 6 10 21 19 17 22 23 25 29 36 36 38 59 45 55 102 66 90 104 74 89 113 106 182 100 109 183 183 137 233 125

305 305 305 305 305 305 305 419 305 305 419 305 305 305 305 305 305 Ix 0.6 0.5 1.1 0.6 0.8 2.1 1.8 1.1 2.6 2.3 3 2.8 3.1 4.9 3.7 4.6 5.9 10 8.4 6.7 8.6 10.4 14.6 9 12.1 15.2 11.6 19.7 11.7 13.2 12.6 14.5 13.8 22.7

2.3 3.2 4.2 2.1 4.4 2.5 5.1 3.9 2.8 5.2 3.2 5.9 4.6 3.5 3.9 5.9 6.7 4.3 5.3 4.7 7.5 6.5 5.1 5.5 5.8 8.3 7.2 6.3 7.8 6.8 6.7

1397 990 632 1961 538 2012 716 1176 2194 622 2247 853 1388 2451 2511 834 1064 2728 1707 2783 1335 1370 2985 3045 2988 1822 1834 3741 2651 4703 5298

534 725 835 674 877 700 1080 986 915 1161 950 1380 1307 1203 1251 1534 1745 1549 1743 1602 2194 2048 1932 1999 2332 2752 2678 3038 3465 3952 4302

234 204 160 306 144 308 176 233 335 164 337 201 267 368 371 205 238 405 317 407 283 291 438 442 471 357 364 564 479 683 757

16.5 18 21.7 18.6 34 21.5 29.2 26.6 25.1 49.2 28.9 38 39 33.8 39.1 67.3 48.1 45.7 62.5 51.4 62.5 81.3 58.9 66.3 71.5 77.7 120.6 116.1 165.9 196.3 261.6

MEMBER PG

DEPTH mm

CM Ct

CM^4 IY

CM^3 ZY

CM^3 ZZ

MM ROOT

CM^4 IX

1 1.2 1.4 1.6 1.8 2.1 2.3 2.5 2.6 3 3.3 3.6 4 4.5 5.3 6 6.8 7.5

9 16 28 45 68 101 142 205 284 420 604 788 1043 1318 1676 2142 2668 3387

23 39 61 88 124 166 221 285 367 484 628 804 1019 1307 1702 2194 2787 3512

6 9 14 19 26 35 45 58 74 97 125 154 191 229 276 336 401 486

5 7 7 7 9 9 12 12 15 15 15 18 18 21 21 21 24 24

0.7 1.2 1.7 2.5 3.6 4.8 7 9.1 12.9 15.9 20.1 28.1 37.3 51.1 66.9 89.3 123 165

Ct CM

IY CM^4

ZX CM^3

ZY CM^3

MM ROOT

IX CM^4

0.9 1 1 1.1 1.1 1.3 1.3 1.4 1.6 1.5 1.5 1.7 1.6 1.7 1.8 1.8 1.9 1.9 1.9 2.1 2.1 2.1 2.2 2.2 2.2 2.4 2.4

134 231 167 389 318 616 550 925 399 1336 889 1955 1363 703 2769 2003 1144 3668 2843 1759 4763 3923 2580 6310 5135 6985 3651

83 119 104 173 165 245 245 325 236 429 354 568 481 351 745 643 494 920 827 675 1112 1053 883 1383 1283 1628 1135

41 59 51 85 81 118 120 156 116 204 170 271 231 172 352 306 241 430 394 325 518 498 425 641 602 710 543

12 12 12 12 12 15 12 15 12 18 15 18 15 12 21 18 12 24 24 15 24 21 15 27 24 27 18

5.2 6 9.3 8.1 13.8 12.2 20.1 14.8 68.2 21 31.2 28.5 42.2 91.7 41.6 59.3 120 52.4 76.6 162 62.1 103 203 85.2 124 108 259

1.1 1.2 1.5 1.7 1.8 2.1 2.2 2.5 2.7 3 3.4 3.5 3.8 4 4.1 4.3 4.5 4.7

3 4 5 6 7 7 8 9 10 11 12 14 15 17 18 20 22 24

2.5 3 2.5 3.5 3.1 4 3.6 4.5 2.7 5 4 5.5 4.6 3.3 6 5.1 3.8 6.5 5.6 4.3 7 6.1 4.8 7.5 6.6 7.5 5.3

4 5 4 6 5 7 6 7 5 8 7 9 8 6 10 9 6 11 9 7 12 10 8 13 11 14 9

2.3 2.6 2.9 2.5 2.5 3.4 2.7 2.9 3.9 3.2 3.7 4.5 2.9 5.2 4.2 3 5.9 4.8 3.2 6.6 5.5 7.5 6.2 6.9 9.1 3.6 7.8 3.7 3.9 4.1 10.8 4.5 9.4 5 5.6 12.5 6.2 6.9 11.1 7.6 8.3 12.9 9.8 11.4 13.1

6595 7436 7887 5012 8563 8564 9239 9690 9465 10140 10820 10370 8153 10820 11720 10450 11270 12620 13160 11720 13080 12180 13530 13980 12640 19400 14440 19710 19710 19520 13550 19340 14900 19340 19150 14000 19160 18980 15820 18980 18800 16280 18630 18450 18460

1534 1850 2088 1419 1869 2562 2149 2408 3216 2683 3232 3949 2117 4622 3982 2524 5350 4815 2966 6136 5591 7032 6425 7320 8699 4078 8327 4435 4718 4989 10810 5571 10230 6331 7094 12820 7933 8772 12580 9657 10540 14860 12490 14440 16570

718 756 802 679 870 873 939 986 966 1032 1104 1059 1006 1107 1198 1192 1156 1292 1397 1205 1341 1257 1391 1441 1312 1913 1495 1951 1953 1942 1414 1934 1553 1939 1932 1470 1937 1930 1658 1936 1929 1716 1930 1929 1940

Ct CM

IY CM^4

ZX CM^3

ZY CM^3

1.5 1.5 1.6

2.1 2.8 4

32.1 49.2 73.2

9.8 13.8 19.9

24 27 27 18 27 27 27 27 27 27 27 27 21 27 27 24 27 27 24 27 27 27 27 27 30 27 27 27 27 27 30 27 30 27 27 27 27 27 30 27 27 30 30 30 30

144 127 149 315 185 189 225 257 244 292 356 309 628 352 440 719 398 538 807 448 600 514 667 739 597 1408 831 1501 1506 1507 737 1515 946 1529 1539 822 1554 1564 1137 1579 1589 1254 1646 1671 1701

7.1 7.5 7.4 5.8 7.6 7.3 7.6 7.5 7.3 7.5 7.4 7.2 6.4 7.1 7.3 6.9 7.1 7.3 7.4 7 7.2 6.8 7.1 7 6.6 8 6.9 7.9 7.9 7.8 6.5 7.7 6.7 7.6 7.5 6.4 7.4 7.2 6.5 7.1 7 6.4 6.8 6.6 6.4

12 14 15 10 13 17 14 15 19 15 17 21 11 23 19 12 25 21 13 27 23 29 25 27 33 14 29 15 16 16 36 18 33 20 22 40 24 26 36 27 29 40 33 37 40

0.5 0.5 0.5

3 4 5

IX CM^4 10 10 12

19.4 29.3 43.2

1.8 1.8 1.9 2 2.1 2.2 2.4 2.5 2.7 2.6 2.4 2.4 2.7

5.6 7.3 9.3 11.8 15.9 19.5 25.4 31.2 38 64.8 59.2 59.2 79.8

17000 7400 11400 1800 1.04E+05 25800 48100 96200 134900 11400

103.2 138.3 180.1 229.2 293.1 359.6 444.5 533.9 634 813.7 888.3 1002.8 1220.1

11233 5624 2876 2476 61812 8640 19956 26005 31743 2876

26.2 34 43 53.4 66.4 79.9 96.6 113.2 131.3 160.3 160.1 170.4 213.9

1684 941 990 359 6516 2269 6720 8971 990

12 12 12 13

62.7 85.3 114 148 197 248 317 399 495 597 570 615 846

0.6 0.6 0.6 0.6 0.7 0.7 0.7 0.8 0.8 0.9 0.9 0.9 0.9

6 7 7 8 8 9 10 11 12 12 13 14 15

PG x BF mm

TF mm

TW mm

C/AREA cm²

WEIGHT/M Kg/m 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

CM^3 WY

CM^3 WZ

20 34.2 53 77.3 109 146 194 252 324 429 557 713 1904 1160 1500 1930 2440 3070

3.69 5.79 8.65 12.3 16.7 22.2 28.5 37.3 47.3 62.2 60.5 98.5 123 146 176 214 254 308

ELASTIC MODULLUS CM^3 CM^3 WY WZ 72.8 26.8 106 3.02 89.9 33.5 155 55.6 144 52.9 220 76.9 216 78.5 294 103 190 75.3 389 134 311 111 515 178 426 151 288 112 675 231 570 200 411 157 836 282 736 258 566 212 1010 340 938 327 748 277 1260 421 1150 395 1480 466 967 354

gage min mm

gage max mm

48 54 60 66 72 72 78 88 96 100 102 110 116

48 58 62 68 72 86 96 88 98 102 112 122 118

54 58 56 64 60 78 66 86 62 98 80 98 88 66 104 100 72 110 100 86 112 108 94 118 114 118 106

58 68 58 76 68 84 76 92 64 100 84 118 92 74 138 100 82 158 118 90 178 138 98 198 158 198 106

gage germany

67 67 73 82 88 95 107 114 121 122 129 130

133

1380 1680 1890 1220 1680 2310 1930 2160 2900 2400 2880 3550 1800 4150 3550 2160 4790 4290 2550 5470 4970 6240 5700 6480 7680 3480 7340 3800 4050 4300 9480 4820 8980 5500 6180 11190 6920 7660 10980 8430 9200 12890 10870 12540 14330

471 496 526 444 571 571 616 646 631 676 721 691 657 721 781 780 751 842 914 782 872 812 902 932 843 1250 963 1280 1280 1270 903 1260 994 1260 1250 934 1250 1240 1050 1240 1240 1090 1230 1220 1220

114 118 120 108 120 120 122 122 122 122 124 122 116 122 124 122 122 124 122 124 124 124 126 126 130 132 126 132 132 132 132 132 134 132 132 132 132 132 134 132 132 134 138 138 138

178 198 198 124 198 198 198 198 198 198 198 198 146 198 198 166 198 198 186 198 198 198 198 198 198 208 198 204 204 204 198 202 198 202 202 198 202 200 198 200 200 198 198 198 198