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SP-20 x 50 -+-+ +: 50

1 80 1 41 0

Y 2 V " nunnuimm Cmss ~~ctlonal aea 970 BIS.%U. sq.cm.

ci'wcin weight 232 nn./M. ~ g ~ m .

L $ u ~ ~ u @ Perimeter 156 %U. cm.

W R?lUUl? lengths 10-15 11. m.

ASIA QROUP (1999) CO., LTD.

A ~ ( A UAMAISAOKKM CO., ~ m . ASUPRECAST PROWCT~ C O ~ L ~ . ~ 9 1 ~ =EL& PILE CO, LT ASIA HOLLOW M)RE M N C ~ PROWCTS W. LTD. ,". ^^. , . ."n. . .u .^~ (,ass) Lm, p..' "'- ^̂ .'̂ -̂-̂ n'.'C,.

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I 2 V " nunnuimm Cmss sectional area 1,467 n%.au. sq.cm.

d m i n weight 352 nnJu. Kg./m.

r8uvou j Perimeter 176 %a. c m

s R ~ I u u I ? Lengths 10-20 U. m.

PRESTRESSED CONCRETE SQUARE SECTION PILE

Y 4 " " nunnuimm Cross sectional area 27.5 n3.m. sq.cm.

G i n ~ n weight 6.6 nn./u. Kg./m.

w rau>~upl perimeter 21 u . cm.

Y i V Y s nunnuimn Cmss sectional a m 1100 nx.%U. sq.cm.

Weight 24 nn./u. Kg./m.

I . du>:usou j Perimeter

I ¤ R?IU(II? Lengths 4-10 H. m.

%~inr?tldaeniilr Allowable load 5-10 $u tons

SQ-16x15 +uan.396-2549 TISI Standard TIS. 396-2549

X 4 u u w nunnulmm Cm6s sectional area 225 RS.aU. sq.cm.

Xncin Weight 54.4 nnJu. Kg.lm

W I ~ U ~ U j Perimeter 62 TIN. cm.

R?luUl? Lengths 4-14 u. m. . j i ~ & ~ ~ n d s l ~ d " Allowable load 10-15 $U tons*

54.18~ 18 eoran.396-2549 TISI Standard TIS. 396-2549

Y A W " nunnuimn Cmss sectfonal area 324 n3.91~. sq.cm.

21n~n WeigM 78 nn./u. Kg./m.

13iumuj Pedmeter 68.3 %a. cm.

R?lUUl? Lengths 5-16 U. m.

%~inkdaomKu Allowable road 20-25 6 4 tons

ASIA GROUP (1999) CO., LTD.

A81A WSAOKHEM CO., LTD. ASIAPRECAST P R O W CO., LTD, WSTEQ~PIIECO., LTD. A% HOLLOW CORE C O N C R ~ PROW^ GO, LTD. ASIACONCR~MI\HI\CHAI~I~CO.,LTD. A ~ E ~ A N S I O N C O ~ R ~ P R O W C T ( ~ ~ ~ ~ ) C D . , L ~ .

PRESTRESSED CONCRETE I-SECTION PlLE PRESTRESSED CONCRETE I-SECTION PlLE I 1-26 x 26 "an. 396-2549

TISI Standard TLS. 396-2509

Y A Y " . wunnuiaa li'ln~n ~ m s s sectional area 488 m5.a~. sq.cm. :z -T 130 260

WeisM 117 nnJu. Kg./m. ¤ ~u70lI j Perimeter 126 ax. cm. 85

65 w m?iuui? Lengths 8-24 N. m. - m %Jlniindsanfi Allowable load 18-30 4iu tons

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1-35 x 35 $ uan. 396-2549 TISI Standard TIS. 398-2549

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Y A W " m wunnuima Cross sectional area 880 m3.W. sq.cm.

rn d w ~ n Wetght 211 nn.1~. Kg./m - m r8UroupI Perimeter 169 au. cm. . R11UVI1 Lengths 10-27 N. m. 85 . %&~ndaom'cr Allowable bad 35-60 6% tom 1 115 1 120 1 115 I

1-30 x 30 +m+

Y A Y U ¤ nUmU1~m Cmss sectional area 570 sw.au. sq.cm

¤ ,ilnu'fl Welght 137 RnJu. Kg./m.

1 bausou j Perimeter 145 W . cm.

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1-30 x 30 $ uan. 396-2549 TISI Standard 115.396-2549

w duhiiis~m C~OSS sectional aree 660 wz.au. sq.cm. 150 3~

2 i n ~ n weight 158.4 nn./u. Kg./m. -

W lehrs~l l j Perimeter 145 %N. cm. 105

1 R?lNU17 Lengths 10-25 U. m . %li'inu'ndanan'u lowa able load 30-40 $% tons

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$udniii&m ~ m s s sectional area 805 RXWU. sq.crn. 140 210 350 m & n ~ n Weight 193 nn.1~. Kg./m.

¤ b#u?auj Perimeter 171.5 au. cm.

w mnuun Lengths 10-27 u. m.

m %iuXn&dwasln'u Allowable load 35-60 i% tons 1 120 1 150 1 120 1

1-40 x 40

W'udnfii~a cross sectional area 1045 m5.a~. sq.cm. I 240 400 Jinu'fl Weight 250 flfl.124. Kg./m.

1 L~U%IU$ Perimeter 196.5 %IN. cm.

1 A')7UUI? LeWM 10-28 U. m. 122

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¤ r8uraqd Perimeter 194 au. cm. . s111UU17 Lengths 10-28 N. m. 140

" 110

H %dinCndwann'tl ~l~owable load 4580 &u tons - 1 120 1 160 1 120 1 11

1-50 x 50 +..---i

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m r8urau j Perimeter 233 au. cm. . R?IUU17 Lengths 10-25 84. m. . %;in~;ndaoah Allowable load 75-90 8% tons -

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4SIA GROUP (1999) CO., LTD.

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WsrEELllPILECO.Lrn

A81A CONCREE lUMACU4 FOeq W.,

rF'I&o'Plrl~:R'uno~upidaou$m ~ F I A ~ ~ I U O I I B I S J ~ U ASTM C 39

rii~'~o'~lds:guaonuu'~~d 360 nn i o 895.4ru.

r i i&~n~nJw~otn'msibio~~a~~w" 250 nn. Pio ms.au. - $u~wu6da5wuaun' qmau%imiuuinsyu Nan. 15 LLar ASTM C-150

~?R~n~*n&uS4dn~&~iua Ci?rwaufimiuulm~~iu uon. 95-1991,

ASTM A421 -90, BS 5896-1980 UR:: JIS-G3536-1990 I

aa~~nvlR"n&ur~dait.nijua ilqmuuu%miuuims~1u uon. 420-1 991,

ASTM A416-90a, BS 5896-1980 mr JIS G3536-1990

0 - COMPRESSIVE STRENGTH TEST PER ASTM C 39

DESIGN COMPRESSIVE STRENGTH AT 360 KILOGRAM PER SQUARE CENTIMETER

COMPRESSIVE STRENGTH AT TRANSFER AT 280 KILOGRAM PER SQUARE CENTIMETER

PORTLAND CEMENT PER TIS. t5, ASTM GI60

L PRESTRESSING WIRES PER ns 95-1w, ASTM ~421-90, BS ~ e - 1 gm, JIS -B-I W

PRESTRESSING SEVEN-WIRE STRANDS PER TIS 420-1091, ASTM A41 &SO& BS 5898-1980, JIS G3536-1990

ASIA'S PRESTRESSED CONCRETE MATERIALS SPECIFICATION ./

PRESTRESSING STEE - . -