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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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SP-30x50 1 1 - , -
75 12
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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
t----350---+
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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m R?IHUI? Lengths 10-25 u. m. 88 55 . %~inCndaodu Allowable load 30-40 n"w tons I 1 O 5 l m 1 Io51
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
1-35 x 35
$udniii&m ~ m s s sectional area 805 RXWU. sq.crn. 140 210 350 m & n ~ n Weight 193 nn.1~. Kg./m.
¤ b#u?auj Perimeter 171.5 au. cm.
w mnuun Lengths 10-27 u. m.
m %iuXn&dwasln'u Allowable load 35-60 i% tons 1 120 1 150 1 120 1
1-40 x 40
W'udnfii~a cross sectional area 1045 m5.a~. sq.cm. I 240 400 Jinu'fl Weight 250 flfl.124. Kg./m.
1 L~U%IU$ Perimeter 196.5 %IN. cm.
1 A')7UUI? LeWM 10-28 U. m. 122
80
1 %&nu'ndaoa&u Allowable load 45-80 $U tons 1 140 1 120 1 140 1 4 1-40 x 40 uan. 396-2549
+ 4 0 0 1
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¤ r8uraqd Perimeter 194 au. cm. . s111UU17 Lengths 10-28 N. m. 140
" 110
H %dinCndwann'tl ~l~owable load 4580 &u tons - 1 120 1 160 1 120 1 11
1-50 x 50 +..---i
x 4 " I mnnuiaa Cross sectlod area 1,990 mwu. sq.cm iz - -T 180 5M) rn u'imin wetgm 477 nn.1~. ~ g ~ m .
m r8urau j Perimeter 233 au. cm. . R?IUU17 Lengths 10-25 84. m. . %;in~;ndaoah Allowable load 75-90 8% tons -
1 170 1 160 1 170 1
4SIA GROUP (1999) CO., LTD.
w KMWOKHEM CO.. Lm.
WsrEELllPILECO.Lrn
A81A CONCREE lUMACU4 FOeq W.,
rF'I&o'Plrl~:R'uno~upidaou$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 - . -