π ß ËÕ Ëπ«à Ÿ â Ë Àâ ««â«ß π π â Õß â «æ ßæÕ Ÿß ÿ

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Dustin Grant
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2 π Áπ μ Õ â π à àß à À Õ Àâ ßÀÿâπ à«π π À Ëß π π ÿ Àπà À Á ß â ß Ÿªæ æ ËÕ â π àõ â ß àõμ Èß μ Èß μàªï æ.» ÿ π Á Ê Àπâ â π ªìπμ «ππ ÿ ÿ «à π ß 20 «à ªï Ëºà π π â ÿàß Ëπæ π π ÿ Ê â π π μ À à Èπμ Õ æ ßªï 10 â π æ Ë ªìπ «à Àπ Ëßæ π â π πªí ÿ π ËÕÿμ À àõ â ß Èß Õ π μ «ÈπÕ à ßμàÕ π ËÕß Àâ «μâõß ËÀ À àß π Ÿß Èπ ªìπÕ à ß π âμ Àπ ß «μâõß Õß Ÿ â ªìπÕ à ß ß âæ π Èß â π π â Õ à ß μá Ëμ Õ À ªï Ëºà π π º μ ±å À Á ËÀ À À ß π ß â ß Èß π Á π À à ßß πºÿâº μ Ë ËÕ ß ÿ æ μ π â π π â π π ª ª ÿß ß π Ë æπ ß π æ ß 5 π π æ Ë ªìπ 70 π π π Ë â à«π À æ ËÕ Àâ ««Á«ËÕ μàõ Á π â π ß π â Ëß â ß æ Ë Èπ À à π π ÈÕ Ë «à 4,000 μ ß μ Õ Èß â Õ μ å ææ π Ë μ «Õ «π â â â«æ Õ π ß ËÕ Ëπ«à Ÿ â Ë Àâ ««â«ß π π â Õß â «æ ßæÕ Ÿß ÿ Thanasarn Central Steel Co.,Ltd. was established in 1983 with the name of Lao Seng Tai or Thanasarn Lohakit Ltd., Part. as a shop selling structure steel on Sukhumvit Road, Bangjak. During the past 20 years, Thanasarn has been developed continuously and grew up from 10 MBaht to over one thousand million Bath in yearly sales. Due to the rapid growth of construction industry in both public and private sectors causing a changed various demand of steel, Thanasarn well realized that and put all efforts to improve our products and services to serve their needs. Thanasarn carries only the products supplied by the famous and world-class standard manufacturers. The company management has totally improved with IT which linked with the Logistics Supply Chain System and GPS at the newly expanded 4,000 square meter warehouse. Thanasarn have confidence that all our customers will be highly satisfied with our products and services.

3 à«πàπ Ëß Õß Ÿ â Ë Àâ ««â«ß π π â π Some of construction projects supplied by Thanasarn

4 WIDE FLANGE SHAPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Section Weight Sectional Dimension Sectional Moment of Radius of Modulus of Index Area Inertia Gyration Section π «μàõ μ Õ π æ Èπ ËÀπâ μ πμå «ËÕ» Ëπ Õ Ÿ μ H B t 1 t 2 r Ix Iy ix iy Zx Zy mm kg/m mm mm mm mm mm cm 2 cm 4 cm 4 cm cm cm 3 cm x x x x , x , x , x , , x , x ,720 1, ,980 1, ,530 2, x , , x , x ,790 2, ,930 3, ,800 3, ,500 3, x , , x ,300 1, ,300 1, x ,900 5, , ,800 6, , ,400 6, , ,500 7, , ,400 7, , x , , ,100 1, x ,500 3, , ,700 3, , / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

5 WIDE FLANGE SHAPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Section Weight Sectional Dimension Sectional Moment of Radius of Modulus of Index Area Inertia Gyration Section π «μàõ μ Õ π æ Èπ ËÀπâ μ πμå «ËÕ» Ëπ Õ Ÿ μ H B t 1 t 2 r Ix Iy ix iy Zx Zy mm kg/m mm mm mm mm mm cm 2 cm 4 cm 4 cm cm cm 3 cm x ,200 9, , ,300 11, , ,300 11, , ,300 13, , ,800 14, , x ,000 1, , ,700 1, , ,500 2, , x ,700 6, , ,700 7, , x ,000 16, , ,100 18, , ,600 22, ,330 1, ,900 23, ,540 1, ,800 31, ,480 1, x ,700 1, , ,500 1, , ,400 2, , x ,800 6, , ,100 8, , ,400 9, , x ,900 1, , ,800 2, , ,500 2, , x ,400 6, , ,000 8, , ,800 9, , x ,700 1, , ,600 2, , ,400 2, , ,000 3, , x ,000 7, , ,000 9, , ,000 10, , x ,000 9, , ,000 10, , x ,000 9, , ,000 11, , / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

6 I-BEAM SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Standard Sectional Dimension Sectional Area Weight Moment of Inertia Radius of Gyration Modulus of Section Õ π æ Èπ ËÀπâ μ «μàõ μ πμå «ËÕ» Ëπ Õ Ÿ μ H x B t 1 t 2 r 1 r 2 lx ly ix iy Zx Zy mm mm mm mm mm cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm x x , x , x , , x , , ,700 1, x , ,400 1, , x , , ,700 1, , x ,200 1, , ,800 2, , x ,400 2, , ,000 3, , / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

CHANNEL SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Standard Sectional Dimension Sectional Area Weight Moment of Inertia Radius of Gyration Modulus of Section Õ π æ Èπ ËÀπâ μ «μàõ μ πμå «ËÕ» Ëπ Õ Ÿ μ

7 CHANNEL SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Standard Sectional Dimension Sectional Area Weight Moment of Inertia Radius of Gyration Modulus of Section Õ π æ Èπ ËÀπâ μ «μàõ μ πμå «ËÕ» Ëπ Õ Ÿ μ H x B t 1 t 2 r 1 r 2 lx ly ix iy Zx Zy mm mm mm mm mm cm 2 kg/m cm 4 cm 4 cm cm cm 3 cm 3 75 x x x x , x , x , x , x , , x , , , x , , , / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

8 EQUAL ANGLE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Standard Sectional Sectional Weight Moment of Inertia Radius of Gyration Modulus of Distance of Dimension Area Section center Õ π æ Èπ ËÀπâ μ «μàõ μ πμå «ËÕ» Ëπ Õ Ÿ μ»ÿπ å à«ß H x B t r 1 r 2 lx ly Max lu Min lv ix iy Max iu Min iv Zx Zy Cx Cy mm mm mm mm cm 2 kg/m cm 4 cm 4 cm 4 cm 4 cm cm cm cm cm 3 cm 3 cm cm 25 x x x x x x x x x x x x x x x , , , , , x , , , , , , x , , , , , , , , , , , x , , , , , , , , / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

9 CUT BEAM SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Nominal Size Weight Sectional Dimension Sectional Area Moment of Inertia Radius of Gyration Modulus of Section Center of Gravity π «μàõ μ Õ π æ Èπ ËÀπâ μ πμå «ËÕ» Ëπ Õ Ÿ μ»ÿπ å à«ß H B t1 t2 r lx ly ix iy Zx Zy Cx mm kg/m mm mm mm mm mm cm 2 cm 4 cm 4 cm cm cm 3 cm 3 cm 50 x x x x x x x x x , x x x , , , , x x x , , , , , , x x , , , / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

10 CUT BEAM SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1227) Nominal Size Weight Sectional Dimension Sectional Area Moment of Inertia Radius of Gyration Modulus of Section Center of Gravity π «μàõ μ Õ π æ Èπ ËÀπâ μ πμå «ËÕ» Ëπ Õ Ÿ μ»ÿπ å à«ß H B t1 t2 r lx ly ix iy Zx Zy Cx mm kg/m mm mm mm mm mm cm 2 cm 4 cm 4 cm cm cm 3 cm 3 cm 175 x , , , , , , , , , , x , , , , x , , , , x , , , , , , , , , , x , , , , x , , , , , , x , , , , , x , , , , , , x , , , , , , , x , , , , , , x , , , , x , , , , / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

11 LIP CHANNEL (C-CHANNEL) SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1228) Thickness : 2.3 mm. ± 0.25 mm. Weight : under 600 kgs. : ± 10 % : 3.2 mm. ± 0.30 mm. : 600-2,000 kgs. : ± 7.5% Length Dimension : under 7 m. + tolerance 40 mm., - 0 mm. : over 2,000 kgs. : ± 5% Dimension Thickness Calculated Cross Center of Secondary Radius of Modulus of Center of Weight sectional Gravity Area Moment of Area Gyration of Area Section Shear π «Àπ πè Àπ æ Èπ ËÀπâ μ»ÿπ å à«ß πμå «ËÕ» Ëπ Õ Ÿ μ»ÿπ å ß å H x B x C T W B Cx Cy lx ly ix iy Zx Zy Sx Sy mm mm kg/m cm 2 cm cm cm 4 cm 4 cm cm cm 3 cm 3 cm cm 75 x 45 x x 50 x x 50 x x 50 x x 65 x x 75 x x 75 x x 75 x / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

RECTANGURAL PIPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 107) Side Length : under 100 mm. : ± 1.50 mm. Wall Thickness : 2.0 mm. up to 3.20 mm. : ± 0.30 mm. : over 100 mm. : ± 1.50% : 4.0 mm. up to 12.

12 RECTANGURAL PIPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 107) Side Length : under 100 mm. : ± 1.50 mm. Wall Thickness : 2.0 mm. up to 3.20 mm. : ± 0.30 mm. : over 100 mm. : ± 1.50% : 4.0 mm. up to mm. : ± 10% Length : + not specified, - 0 mm. Weight : ± 10% Dimension tolerance Side Length Outside Diameter (mm.) Thickness Unit Mass Area of Section Moment of Inertia Radius of Section π âπºà»ÿπ å ß â ππõ «Àπ «μàõ μ æ Èπ ËÀπâ μ πμå «ËÕ» μ D x B D B lx ly rx ry mm Min Max Min Max mm kg/m cm 2 cm 4 cm 4 cm cm 50 x x x x x x x x x / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

13 SQUARE PIPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 107) Side Length : under 100 mm. : ± 1.50 mm. Wall Thickness : 2.0 mm. up to 3.20 mm. :± 0.30 mm. : over 100 mm. : ± 1.50% : 4.0 mm. up to 8.00 mm. :± 10% Length : + not specified, - 0 mm. Weight : ± 10% Dimension tolerance Side Length Outside Diameter Thickness Unit Mass Area of Section Moment of Inertia Radius of Section π âπºà»ÿπ å ß â ππõ «Àπ «μàõ μ æ Èπ ËÀπâ μ πμå «ËÕ» μ D x D Min Max mm mm mm mm kg/m cm 2 cm 4 cm 25 x x x x x x x x x / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

14 CARBON STEEL ROUND PIPE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 107) Side Length : 50 mm. or under : ± 0.50 mm. Wall Thickness : 2.00 mm. up to 3.20 mm. : ± 0.30 mm. : over 50 mm. : ± 1% : 4.00 mm. up to 8.00 mm. : ± 10% Length : + not specified, - 0 mm. Weight : ± 10% Dimension tolerance Nominal size Outside Diameter Thickness Unit Mass Area of Section Moment of Inertia Radius of Section π âπºà»ÿπ å ß â ππõ «Àπ «μàõ μ æ Èπ ËÀπâ μ πμå «ËÕ» μ DN Min Max mm mm mm mm kg/m cm 2 cm 4 cm 1/2 (15) /4 (20) (25) /4 (32) /2 (40) (50) /2 (65) (80) /2 (90) (100) (125) (150) (200) / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

15 CARBON & GALVANIZED STEEL ROUND PIPE SIZE & SPECIFICATION / π âõ Ÿ æ (BS 1387/TIS 276) Wall Thickness : Light Class : - 8% + not specified Medium Class : - 10% + not specified Heavy Class : - 10% + not specified Length : + 50 mm., - 0 mm. Weight : + 10%, -8% per piece / ± 4% per bundle (over 500 ft) Nominal size Outside Diameter Wall Thickness Calculated Weight π âπºà»ÿπ å ß â ππõ «Àπ πè Àπ DN Max Min Plain Ends Threads & Coupling LIGHT CLASS in mm in mm mm lb/ft kg/m lb/ft kg/m 1/2 (15) /4 (20) (25) /4 (32) /2 (40) (50) /2 (65) (80) (100) MEDIUM CLASS 1/2 (15) /4 (20) (25) /4 (32) /2 (40) (50) /2 (65) (80) (100) (125) (150) HEAVY CLASS 1/2 (15) /4 (20) (25) /4 (32) /2 (40) (50) /2 (65) (80) (100) (125) (150) / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

16 PLATE SIZE & SPECIFICATION / π âõ Ÿ æ (TIS 1479) Width x (mm) x x x x x x x x x x x x Length (ft) 3 x 6 4 x 8 4 x 10 4 x 16 4 x 20 5 x 10 5 x 20 5 x 30 5 x 40 6 x 20 6 x 30 6 x 40 Thickness (mm) Weight (kg) *À Àμÿ: ß À ß π Ë Àπà πª» À ß π Ë àßæ» âμ ß ËÕπ Remarks : Red Items mean sizes available in Thailand. Back Items mean special order sizes / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

17 ROUND BAR SIZE & SPECIFICATION / π âõ Ÿ æ Round Bar (SR 24) Symbol Diameter Perimeter Cross Section Area Unit Weight mm mm sq.mm kg/m RB RB RB RB RB RB RB RB RB Deformed Bar (SD 30, 40, 50) Symbol Diameter Perimeter Cross Section Area Unit Weight mm mm sq.mm kg/m DB DB DB DB DB DB DB DB DB DB , DB , / Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

DIMENSIONAL TOLERANCE H-BEAMS (TIS 1227) DIMENSION TOLERANCE REMARK Depth (H) H < 380 ± 2.0 380 H < 580 ± 3.0 H 580 ± 4.0 Width (B) B < 95 ± 2.0 95 B < 190 ± 2.5 B 190 ± 3.

18 DIMENSIONAL TOLERANCE H-BEAMS (TIS 1227) DIMENSION TOLERANCE REMARK Depth (H) H < 380 ± H < 580 ± 3.0 H 580 ± 4.0 Width (B) B < 95 ± B < 190 ± 2.5 B 190 ± 3.0 Thickness (t 1 t 2 ) t 1 < 16 ± 0.7 (t 1 ) 16 t 1 < 25 ± t 1 < 40 ± 1.5 t 2 < 16 ± 1.0 (t 2 ) 16 t 2 < 25 ± t 2 < 40 ± 1.7 L 7 m + 40 Length (L) 0 L > 7 m 40 + (no. of meter of L - 7) x 5 0 H 300 B Squareness (T) B> % of B H >300 B B> % of B Bend H % of L To be applied to bend such as H > % of L sweep and camber. Eccentricity (S) H 300, B 200 ± 2.5 H >300, B > 200 ± 3.5 s = b1 - b2 2 Concavity of web (W) H < H < H Squareness of H mm cut end (e) B mm H > % of H B > % of B t <10 ± 5% Mass (kg/m) t 10 ± 4% 1. The maximum thickness will be applied. 2. These tolerances will be applied in the purchase of a single set of structural steel of the same size and thickness comprising not less than 10 pieces and a mass of not less than 1,000 kg / À Ÿà 12 ππ ßπ -μ.1.5 «ß ßπ μ ßπ ÿß æœ 10260» æ å : :

DIMENSIONAL TOLERANCE I-BEAMS, CHANNELS AND ANGLES (TIS 1227) DIMENSION TOLERANCE REMARK Depth (H) H < 100 ± 1.5 100 H <200 ± 2.0 200 H <400 ± 3.0 H 400 ± 4.0 Leg Length (H or B) B <50 ± 1.

19 DIMENSIONAL TOLERANCE I-BEAMS, CHANNELS AND ANGLES (TIS 1227) DIMENSION TOLERANCE REMARK Depth (H) H < 100 ± H <200 ± H <400 ± 3.0 H 400 ± 4.0 Leg Length (H or B) B <50 ± B <100 ± B <200 ± 3.0 B 200 ± 4.0 Thickness (t, t 1, t ) 2 t < 6.3 ± 0.6 H < t <10 ± t <16 ± 0.8 t 16 ± 1.0 t <6.3 ± 0.7 H t <10 ± t <16 ± t <25 ± 1.2 t 25 ± 1.5 L 7 m + 40 Length (L) 0 L > 7 m 40 + (no. of meter of L - 7) x 5 0 Squareness I-Beam 2.0% of width B Out-of square (T) Channel, Angle 2.5% of flange B Bend I-Beam 0.20% of L Channel, Angle 0.30% of L Eccentricity - Not specified Web-off-center (S) t < 10 ± 5% Mass (kg/m) t 10 ± 4% To be applied to bend such as sweep and camber. 1. Thicker nominal values will be applied. 2. To be applied to one lot of the same size (1 t or over), provided that, when the number of pieces corresponding to 10 pieces, it will be applied to each lot of 10 or more pieces. 21/ Moo 12 Bangna-Trad 1.5 Rd., Bangna, Bangna, Bangkok Tel : Fax :

20 21/ Moo 12 Bangna-Trad 1.5 Rd. Bangna, Bangna, Bangkok Tel : Fax : /2010/ /2011/2000

1-3/8" inside-to-inside dimension. length of the leg. S162

1-3/8 inside-to-inside dimension. length of the leg. S162 Member Designation MEMBER DEPTH: FLANGE WIDTH: STIFFENER LIP: Member Depths are taken in 1/100 inches. Flange Widths are taken in 1/100 inches. Member Flange Width Stiffener Lip (in) For Track Sections,