15
ADDITIONAL DATA 146 1. Internal corrosion cannot occur in sealed closed structural as water is excluded and oxygen unreplenished. Only external surface needs protection. 2. RHS/SHS have a smooth continuous profile with non re-entrant corners which do not trap dirt and water. RHS/SHS do not require stripe coating as they have no edges and sharp corners. Two of the original 'Tubewrights' erected in 1954 at Stamford Bridge, Chelsea, were replaced in 1975, taken down and the used sections were cut and despatched to the Corby Works of British Steel for examination. Of the 139.7mm o.d. CHS was cut lengthwise to expose the internal surfaces for examination. Little evidence of internal corrosion was found other than a discolouration of the surface caused by the oxygen and moisture in the entrapped air; much of the original mill scale was still visible. A light rust in the centre of the sample developed after the tube was cut open for examination. Of the 139.7mm o.d. CHS incorporating an intermediate flanged joint was examined and the condition of the internal flange face, which had been enclosed and thus hermatically sealed by welding to the CHS, was still comparatively bright with the marking-off lines clearly visible. The above report is from British Steel Publication No. TD 347/10E/91 titled – CORROSION THE CASE for STRUCTURAL HOLLOW SECTIONS. The following historical examples demonstrate that corrosion will not occur on internal surface of sealed hollow sections. Certain of the examination referred to have also indicated that, even when weld seams are not perfectly sealed or small holes have been made in the section, traces of superficial rust only can be detected in the immediate neighbourhood of the appropriate welds or holes. INTERNAL CORROSION – A case study Sample No 1. Sample No 2. The above table is reprinted from CIDECT publication 'The Hollow Section' No.6, 1982, and refers to case studies that demonstrate the non- occurrence of Internal Corrosion. Conclusion: Hollow Sections that are sealed by the combination of end details and structural quality welding do not corrode internally. Corrosion Resistant Properties Application Location Comment Period of service Examination of sample (years) Trolley Pittsburg At least 22,000 such poles 40-50 Thicknesses of section walls bus poles USA were installed. Some 18,000 still within original manufacturing still in service today tolerance Lighting Daylon, No corrosion damage visible 59 Internal surfaces still bore Column Ohio, USA on any column in the series original mill scale, No pitting of steel Davits of Application subject to 37 No internal corrosion ocean liner aggressive marine SS Aquitania environment. Two davits donated for research when ship scrapped Roof trusses Hiltrup, Extremely aggressive 9 No internal corrosion. at pickling Westphalia industrial environment Original mill scale visible plant Italy Tubular lattices available 25-30 No internal corrosion detected Sample 1 Sample 2

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Page 1: Part-9 ₧Pg 146-158₧

ADDITIONAL DATA

146

1. Internal corrosion cannot occur in sealed closed structural as water is excluded and oxygen unreplenished. Only

external surface needs protection.

2. RHS/SHS have a smooth continuous profile with non re-entrant corners which do not trap dirt and water.

RHS/SHS do not require stripe coating as they have no edges and sharp corners.

Two of the original 'Tubewrights' erected in 1954 at Stamford Bridge, Chelsea, were replaced

in 1975, taken down and the used sections were cut and despatched to the Corby Works of

British Steel for examination.

Of the 139.7mm o.d. CHS was cut lengthwise to expose the internal surfaces

for examination. Little evidence of internal corrosion was found other than a discolouration of

the surface caused by the oxygen and moisture in the entrapped air; much of the original mill

scale was still visible. A light rust in the centre of the sample developed after the tube was cut

open for examination.

Of the 139.7mm o.d. CHS incorporating an intermediate flanged joint was

examined and the condition of the internal flange face, which had been enclosed and thus

hermatically sealed by welding to the CHS, was still comparatively bright with the marking-off

lines clearly visible.

The above report is from British Steel Publication No. TD 347/10E/91 titled – CORROSION THE CASE for

STRUCTURALHOLLOW SECTIONS.

The following historical examples demonstrate that corrosion will not occur on internal surface of sealed hollow

sections.

Certain of the examination referred to have also indicated that, even when weld seams are not perfectly sealed or

small holes have been made in the section, traces of superficial rust only can be detected in the immediate

neighbourhood of the appropriate welds or holes.

INTERNAL CORROSION –Acase study

Sample No 1.

Sample No 2.

The above table is reprinted from CIDECT publication 'The Hollow Section' No.6, 1982, and refers to case studies that demonstrate the non-

occurrence of Internal Corrosion.

Conclusion: Hollow Sections that are sealed by the combination of end details and structural quality welding do not

corrode internally.

Corrosion Resistant Properties

Application Location Comment Period of service Examinationof sample (years)

Trolley Pittsburg At least 22,000 such poles 40-50 Thicknesses of section wallsbus poles USA were installed. Some 18,000 still within original manufacturing

still in service today tolerance

Lighting Daylon, No corrosion damage visible 59 Internal surfaces still boreColumn Ohio, USA on any column in the series original mill scale,

No pitting of steel

Davits of Application subject to 37 No internal corrosionocean liner aggressive marineSSAquitania environment. Two davits

donated for research whenship scrapped

Roof trusses Hiltrup, Extremely aggressive 9 No internal corrosion.at pickling Westphalia industrial environment Original mill scale visibleplant

Italy Tubular lattices available 25-30 No internal corrosion detected

Sample 1

Sample 2

Page 2: Part-9 ₧Pg 146-158₧

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Page 3: Part-9 ₧Pg 146-158₧

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Page 4: Part-9 ₧Pg 146-158₧

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Page 5: Part-9 ₧Pg 146-158₧

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Page 6: Part-9 ₧Pg 146-158₧

151

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Page 7: Part-9 ₧Pg 146-158₧

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Page 8: Part-9 ₧Pg 146-158₧

SAFE LOAD CAPACITIES OF "TATA" SINGLE SHSMATERIAL: IS : 4923, GRADE : 310

153

SHS 25X25X3.2 253 47.06 3.01 3.01 1.51 1.51 0.31 0.31 15.69 15.69

SHS 38X38X3.2 419 77.93 4.90 4.90 4.30 4.30 0.88 0.88 25.98 25.98

SHS 38X38X4.0 503 93.56 4.76 4.76 4.87 4.87 1.00 1.00 31.19 31.19

SHS 49.5X49.5X2.9 525 97.65 6.58 6.58 7.60 7.60 1.56 1.56 32.55 32.55

SHS 49X49X3.6 635 118.11 6.47 6.47 8.86 8.86 1.82 1.82 39.37 39.37

SHS 49X49X4.5 767 142.66 6.30 6.30 10.20 10.20 2.09 2.09 47.55 47.55

SHS 72X72X3.2 854 158.84 9.67 9.67 18.42 18.42 3.78 3.78 52.95 52.95

SHS 72X72X4.0 1047 194.74 9.62 9.62 21.95 21.95 4.50 4.50 64.91 64.91

SHS 72X72X4.8 1231 228.97 9.48 9.48 25.09 25.09 5.14 5.14 76.32 76.32

SHS 91.5X91.5X3.6 1232 229.15 12.46 12.46 34.21 34.21 7.01 7.01 76.38 76.38

SHS 91.5X91.5X4.5 1514 281.60 12.32 12.32 41.00 41.00 8.41 8.41 93.87 93.87

SHS 91.5X91.5X5.4 1785 332.01 12.18 12.18 47.14 47.14 9.66 9.66 110.67 110.67

SHS 113.5X113.5X4.8 2028 377.21 15.40 15.40 69.30 69.30 14.21 14.21 125.74 125.74

SHS 113.5X113.5X5.4 2260 420.36 15.33 15.33 76.23 76.23 15.63 15.63 140.12 140.12

SHS 132X132X4.8 2383 443.24 18.06 18.06 96.12 96.12 19.70 19.70 147.75 147.75

SHS 132X132X5.4 2660 494.76 17.95 17.95 106.08 106.08 21.75 21.75 164.92 164.92

SHS 150X150X4.0 2295 426.87 20.76 20.76 107.71 107.71 22.08 22.08 142.29 142.29

SHS 150X150X5.0 2836 527.50 20.62 20.62 130.95 130.95 26.84 26.84 175.83 175.83

SHS 150X150X6.0 3363 625.52 20.44 20.44 152.79 152.79 31.32 31.32 208.51 208.51

SHS 150X150X8.0 4379 814.49 20.09 20.09 192.40 192.40 39.44 39.44 271.50 271.50

SHS 180X180X4.0 2775 516.15 25.06 25.06 157.97 157.97 32.38 32.38 172.05 172.05

SHS 180X180X5.0 3436 639.10 24.89 24.89 192.99 192.99 39.56 39.56 213.03 213.03

SHS 180X180X6.0 4083 759.44 24.71 24.71 226.28 226.28 46.39 46.39 253.15 253.15

SHS 180X180X8.0 5339 993.05 24.40 24.40 287.86 287.86 59.01 59.01 331.02 331.02

SHS 220X220X6.0 5043 938.00 30.45 30.45 346.67 346.67 71.07 71.07 312.67 312.67

SHS 220X220X8.0 6619 1231.13 30.10 30.10 445.00 445.00 91.23 91.23 410.38 410.38

SHS 220X220X10 8143 1514.60 29.75 29.75 535.20 535.20 109.72 109.72 504.87 504.87

SHS 220X220X12 9614 1788.20 29.44 29.44 617.55 617.55 126.60 126.60 596.07 596.07

SHS 250X250X6.0 5763 1071.92 34.72 34.72 453.76 453.76 93.02 93.02 357.31 357.31

SHS 250X250X8.0 7579 1409.69 34.37 34.37 585.25 585.25 119.98 119.98 469.90 469.90

SHS 250X250X10 9343 1737.80 34.06 34.06 707.38 707.38 145.01 145.01 579.27 579.27

SHS 250X250X12 11054 2056.04 33.71 33.71 802.38 802.38 164.49 164.49 685.35 685.35

SECTIONAREA

TENSIONELASTIC

MODULUSDIRECTSHEAR

Allow.Tension

Ft(KN)

Allow.Length

Lx(m)

Allow.Length

Ly(m)

Allow.@X-X axis

Mxx(Knm)

Allow.@Y-Y axis

Myy(Knm)

Allow.@X-X axis

Fx(KN)

Allow.@Y-Y axis

Fy(KN)(mm )

2

BENDINGMOMENTS

ZyyZxx

Page 9: Part-9 ₧Pg 146-158₧

SAFE LOAD CAPACITIES OF "TATA" SINGLE RHSMATERIAL: IS : 4923, GRADE : 310

154

RHS 50X25X3.2 413 76.82 5.88 3.36 4.65 3.04 0.95 0.62 25.61 51.21

RHS 66X33X2.9 519 96.53 8.01 4.65 8.28 5.53 1.70 1.13 32.18 64.36

RHS 66X33X3.6 628 116.81 7.87 4.51 9.66 6.37 1.98 1.31 38.94 77.87

RHS 66X33X4.5 758 140.99 7.70 4.37 11.10 7.23 2.28 1.48 47.00 93.99

RHS 96X48X3.2 854 158.84 11.90 6.89 20.54 13.87 4.21 2.84 52.95 105.90

RHS 96X48X4.0 1047 194.74 11.72 6.79 24.49 16.38 5.02 3.36 64.91 129.83

RHS 96X48X4.8 1231 228.97 11.55 6.65 27.99 18.56 5.74 3.80 76.32 152.64

RHS 122X61X3.6 1232 229.15 15.19 8.85 38.13 25.84 7.82 5.30 76.38 152.77

RHS 122X61X4.5 1514 281.60 15.01 8.71 45.73 30.75 9.37 6.30 93.87 187.74

RHS 122X61X5.4 1785 332.01 14.84 8.57 52.60 35.09 10.78 7.19 110.67 221.34

RHS 145X82X4.8 2028 377.21 18.30 11.76 76.57 55.73 15.70 11.42 125.74 251.47

RHS 145X82X5.4 2260 420.36 18.20 11.65 84.26 61.12 17.27 12.53 140.12 280.24

RHS 172X92X4.8 2383 443.24 21.70 13.37 106.64 75.41 21.86 15.46 147.75 295.49

RHS 172X92X5.4 2659 494.57 21.59 13.26 117.73 82.99 24.13 17.01 164.86 329.72

RHS 200X100X4.0 2295 426.87 25.31 14.23 119.97 82.16 24.59 16.84 142.29 284.58

RHS 200X100X5.0 2836 527.50 25.10 14.67 145.93 99.39 29.92 20.37 175.83 351.66

RHS 200X100X6.0 3363 625.52 24.92 14.49 170.33 115.38 34.92 23.65 208.51 417.01

RHS 200X100X8.0 4379 814.49 24.50 14.18 214.62 143.84 44.00 29.49 271.50 543.00

RHS 220X140X4.0 2775 516.15 28.91 20.44 172.06 135.38 35.27 27.75 172.05 344.10

RHS 220X140X5.0 3436 639.10 28.74 20.30 210.31 165.40 43.11 33.91 213.03 426.06

RHS 220X140X6.0 4083 759.44 28.53 20.13 246.47 193.10 50.53 39.59 253.15 506.29

RHS 220X140X8.0 5339 993.05 28.18 19.81 314.21 344.61 64.41 70.65 331.02 662.04

RHS 240X120X4.0 2775 516.15 30.52 17.89 175.89 120.89 36.06 24.78 172.05 344.10

RHS 240X120X5.0 3436 639.10 30.35 17.75 214.97 147.08 44.07 30.15 213.03 426.06

RHS 240X120X6.0 4083 759.44 30.14 17.57 252.16 171.74 51.69 35.21 253.15 506.29

RHS 240X120X8.0 5339 993.05 29.72 17.26 320.99 216.66 65.80 44.42 331.02 662.04

RHS 260X180X6.0 5043 938.00 34.34 25.90 373.53 307.05 76.57 62.95 312.67 625.33

RHS 260X180X8.0 6619 1231.13 33.99 25.59 479.90 393.12 98.38 80.59 410.38 820.76

RHS 260X180X10 8143 1514.60 33.60 25.27 577.65 471.58 118.42 96.67 504.87 1009.73

RHS 260X180X12 9614 1788.20 33.25 24.96 667.11 542.77 136.76 111.27 596.07 1192.14

RHS 300X150X6.0 5163 960.32 37.98 22.23 404.90 277.28 83.00 56.84 320.11 640.21

RHS 300X150X8.0 6779 1260.89 37.56 21.91 520.53 353.88 106.71 72.55 420.30 840.60

RHS 300X150X10 8343 1551.80 37.17 21.60 626.93 423.16 128.52 86.75 517.27 1034.53

RHS 300X150X12 9854 1832.84 36.75 21.28 724.41 485.47 148.50 99.52 610.95 1221.90

RHS 300X200X6.0 5763 1071.92 39.59 29.02 491.35 396.22 100.73 81.23 357.31 714.61

RHS 300X200X8.0 7579 1409.69 39.20 28.70 634.24 509.70 130.02 104.49 469.90 939.80

RHS 300X200X10 9343 1737.80 38.85 28.39 767.15 614.43 157.27 125.96 579.27 1158.53

RHS 300X200X12 11054 2056.04 38.47 28.07 890.39 710.43 182.53 145.64 685.35 1370.70

SECTIONAREA

TENSIONELASTIC

MODULUSDIRECTSHEAR

Allow.Tension

Ft(KN)

Allow.Length

Lx(m)

Allow.Length

Ly(m)

Allow.@X-X axis

Mxx(Knm)

Allow.@Y-Y axis

Myy(Knm)

Allow.@X-X axis

Fx(KN)

Allow.@Y-Y axis

Fy(KN)(mm )

2

BENDINGMOMENTS

ZyyZxx

Page 10: Part-9 ₧Pg 146-158₧

PERMISSIBLE AXIAL COMPRESSIVE STRESS (Yst 310 Grade)

10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 300 350

186 183 178 169 157 143 128 113 99 87 77 67 60 53 47 42 38 34 31 28 26 23 22 20 18 13 10

1/r

Ac

OTHER ALLOWABLE STRESS VALUES (IN Mpa)

SteelGrade

MinimumYield Stress

MinimumUTS

Axial Stress inTension

Bending Stressin Ten. or Compn.

ShearStress

BearingStress

EquivalantStress

Yst 310 310 450 186 205 140 232 279

SectionType Grade

Mechanical Properties

YST UTS % of Elongation

Mpa Mpa <25.4mm

<25.4mm

Dimensional Tolerance

Outsidedimension

Thickness SquarenessCornerradius

Weight

Individuallengths

On lot of10 MT

RHS/SHSIS: 4923

CHSIS: 1161

YST 210 210 330 12 20

YST 240 240 410 10 15

YST 310 310 450 8 10

YST 210 210 330 12 20

YST 240 240 410 12 17

YST 310 310 450 12 14

+/-1% with aminimum of+/-0.50 mm

+/-10%90 deg.

+/-2 deg. 31 max10%-8%

+/-7.5%

OD upto andIncl 48.3

+0.4/-0.8 mm;Over 48.3 mm

+/-1.0%

+ no limit-10%

NA NA

L+10%,-8%

L+/-5%

M & H+/-10%

M & H+/-7.5%

Length 6.0 m ± 0.05 m Customized length ranging from 6 m may be supplied.

Minimum 1: 200th of any length measured along the centre line (mill straightened condition) unless otherwisespecifically arranged.

Straightness

Maximum 2 mm ± 0.5 mm / m length – measured relative vertical shift of any adjacent corner of the section,measured by keeping one side on flat surface.

Twist Tolerance

End Finish Plain ended – Mechanically sheared, mill – cut finish without further machining.

Surface Finish Black without any surface treatment of oiling or varnishing.

Raw MaterialSulphur content: 0.05% max, phosphorus content: 0.05% max, equivalent carbon percentage well withinspecified weldability limits with matching physical properties. For corrosion resistant steel in Cu-bearingvariety, refer to the WRS section of this brochure.

Weldability Tata Structura Steel Hollow Section are weldable with standard M. S. Electrodes without any pre-heating.

Bundled by sealing metal strap, and each bundle is labelled for size, measurement, Lot no. etc. Approximateweight of each bundle is 1.5 Mt (+/-500 kg).Packing

Marking of emblem on surface punched/stenciled/sticker pasted on all Steel HollowSections. Standard BIS mark is also put on the sections.

"TATA STRUCTURA"Identification

Tata Structura Hollow Sections in customized size, grade, length, surface finish and end finish may be deliveredas per agreed supply conditions.NOTE

155

General Technical Specifications and Tolerances

Page 11: Part-9 ₧Pg 146-158₧

156

SECTION PROPERTIES

Properties of Tata Structura (Square Hollow Sections)YST 310 Grade

Page 12: Part-9 ₧Pg 146-158₧

157

Properties of Tata Structura (Rectangular Hollow Sections)YST 310 Grade

Page 13: Part-9 ₧Pg 146-158₧

158

Properties of Tata Structura (Circular Hollow Sections)YST 310 Grade

Page 14: Part-9 ₧Pg 146-158₧

Pipe Supporting Structure,

Tata Steel, Jamshedpur

Page 15: Part-9 ₧Pg 146-158₧

Tata Steel Limited (Tubes SBU)

43, Jawaharlal Nehru Road, Kolkata - 700 071

Tel : +91 33 2224 8160, 2224 8636, Fax: +91 33 2288 6996

E-mail:[email protected], Web: www.tatastructura.com

Call our toll free Helpline : 1800 345 8282

Proper care has been taken to ensure that all data and information herein is factual

and that numerical values are accurate.

To the best of our knowledge, all information contained in the manual is accurate at

the time of publication. However, Tata Steel does not assume any responsibility for

error in or interpretation of information in this manual or in its use.

vers

usad@

gm

ail.

com

October 2011

Commonwealth Games Village, Delhi