7/26/2019 Tiaong Interchange Reinforcement

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REINFORCEMENT SCHEDULE

TIAONG INTERCHANGE UNDERPASS

ITEM QTYDIMENSIONS (OUT TO OUT)

a b c d e f g

B1a 25 !! 2!! B "!! # 5! $B1b 25 15! 2!! A 12!!! 1B2 25 !! 2!! B !! 11$!! 12

B a 1# 1!# 2!! B 5!! 115!! 12B b 1# 1!# 2!! A 12!!!B c 1# 1!# 2!! B 5!! " 5!B%a 1# "" 2!! B 5!! 115!! 1B%b 1# "" 2!! A 12!!!B%c 1# "" 2!! B 5!! " 5!B5a 1# 2 15! B 5!! 115!! 1B5b 1# 2 15! A 12!!!B5c 1# 2 15! B 5!! " 5!B# 2! #! 2!!! 5!! " ! 1!!! " ! 5!! ##!

B$ 2! "% 1!! B 5!! %'!!B"a 25 1#! 1!! C 5!! $!! 5!!B"b 2! 1#! 1!! C 5!! $!! 5!!

T1a 25 2'! 2!! B "!! #5%! T1b 25 1%5 2!! A 1!5!! T2 25 2'! 2!! B %!! 11 5!

T a 1# ' 2!! B 5!! 115!! T b 1# ' 2!! A 12!!! T c 1# ' 2!! B 5!! $ 2! T%a 1# 1!1 2!! B 5!! 115!! T%b 1# 1!1 2!! A 12!!! T%c 1# 1!1 2!! B 5!! $ 2! T5 1# 2'! 2!! E !! %5! T# 2! 5# 2!!! 5!! # ! 1!!! # ! 5!! 2#! T$ 1! 2!" 2!! 2!! 1!!! 1!! 1 !!

T"a 1! % A 12!!! T"b 1! % A '2#!E*1 25 2'! 2!! C "!! "!$! "!! '#$!E*2 25 2'! 2!! C "!! "!$! "!! '#$!

E* a 1# ## 2!! B %!! 11#!! 12E* b 1# ## 2!! A 12!!! 1E* c 1# ## 2!! B %!! $2!! $E*%a 1# 5 25! B %!! 11#!! 1E*%b 1# 5 25! A 12!!!E*%c 1# 5 25! B %!! $2!!I*1 25 2'! 2!! C "!! "!"5 "!! '#"5I*2 2! 2'! 2!! B !!! 2!!! 5!!!I* 1# 2'! 2!! B 25!! 25!! 5!!

I*%a 1# 5! 25! B %!! 11#!! 1I*%b 1# 5! 25! A 12!!!I*%c 1# 5! 25! B %!! $2!!

C1 1# 5% 15! D 1 !! ! 1!!! 2C2a 1# " A 12!!!C2b 1# " A 12!!!C2c 1# " A % 2!C 25 1$# !! B !! '!!D1 12 5"! 1!! C 15!! 1!! %!! 2!

D2a 1! 2 A 12!!!D2b 1! 1# A #1"!D 1! 2'! 2!! C %!! #! %!!

*+1 2! 12 15! G !! %'#! 55! $!! '51!

*+2 2! %% 15! G !! 25"! 55! $!! $1*+ 2! %! 15! G !! ! 55! $!! %5*+% 1# " 2!! C !! "#"! !! '2* 5 1# % 2!! C !! #1"! !! #

BARMAR.

SI/E(00)

SPACING (00)

BARSHAPE

7/26/2019 Tiaong Interchange Reinforcement

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UNDERPASS CONCRETE VOLUME

TIAONG UNDERPASSOUNDATION P+AN AREA, #'1&1!$OUNDATION THIC.NESS, 1

TOP S+AB AREA, 5"5&%' TOP S+AB THIC.NESS, !&"

HAUNCH AREA (PERPENDICU+AR), !&1S.E*ED +ENGTH, 2"&'"5

AREA O E4T& *A++, $1&%15 THIC.NESS O E4T *A++, !&"

AREA O INT& *A++, 1"5&$!$5 THIC.NESS O INT& *A++, !

AREA O AP S+AB (NORMA+), 1&'5+ENGTH O AP S+AB (S.E*) ( 6 a7), 5 &! #

AREA O S+EEP S+AB, !&1"+ENGTH O S+EEP S+AB ( 6 a7), 5%

AREA O CORBE+, !&2%+ENGTH O CORBE+ (TOTA+), 5

AREA O CANA+, !& '+ENGTH O CANA+ (TOTA+), $%&'$

AREA O HEAD*A++, !&!'+ENGTH O HEAD*A++ ( 6 a7), %1&52

*ING*A++ P+AN AREA 1, 2&5$5*ING*A++ HEIGHT 1, $&1$#

*ING*A++ P+AN AREA 2, &125*ING*A++ HEIGHT 2, 2#

S+EEP S+AB AREA, !&1"S+EEP S+AB TOTA+ +ENGTH, 5%

OUNDATION, #'1&1!$ TOP S+AB, %$%&1'1%

*A++, %!"&55#5HEAD*A++, &$ #"*ING*A++, 1!#&$ $"

APPROACH S+AB, 11 &1%!2CORBE+, 12&$2

CANA+, 2'&2 "

TOTA+, 1839.428 2"MPa c68c9e e

1!5 1