Design Code

 

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Concrete Design Code ´ëÈ­»óÀÚ

 

Design Code

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KSCE-LSD12 : ±¹ÅäÇØ¾çºÎ Á¦Á¤ µµ·Î±³¼³°è±âÁØ (ÇѰè»óż³°è¹ý) 2012

KCI-USD12 : Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸÀÇ 2012³âÁ¦Á¤ ÄÜÅ©¸®Æ® ±¸Á¶¼³°è±âÁØ ÇØ¼³

KSCE-USD10 : ±¹ÅäÇØ¾çºÎ Á¦Á¤ µµ·Î±³¼³°è±âÁØ 2010

KSCE-RAIL-USD11 : ±¹ÅäÇØ¾çºÎ Á¦Á¤ öµµ¼³°è±âÁØ 2011  V815-558

KCI-USD07 : Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸÀÇ ÄÜÅ©¸®Æ® ±¸Á¶¼³°è ±âÁØ 2007

KSCE-USD05 : °Ç¼³±³ÅëºÎ Á¦Á¤ µµ·Î±³¼³°è±âÁØ 2005

KSCE-RAIL-USD04 : ±¹ÅäÇØ¾çºÎ Á¦Á¤ öµµ¼³°è±âÁØ 2004

KCI-USD99 : Çѱ¹ÄÜÅ©¸®Æ®ÇÐȸÀÇ ÄÜÅ©¸®Æ® ±¸Á¶¼³°è ±âÁØ 1999

KSCE-USD96 : ´ëÇÑÅä¸ñÇÐȸÀÇ ÄÜÅ©¸®Æ®Ç¥Áؽù漭

AASHTO-LRFD12 : American Association of State Highway and Transportation Officials, LRFD Bridge Design Specification Section 5 - Concrete Structures, 2012

AASHTO-LRFD07 : American Association of State Highway and Transportation Officials, LRFD Bridge Design Specification Section 5 - Concrete Structures, 2007    v831-573

AASHTO-LRFD02 : American Association of State Highway and Transportation Officials, LRFD Bridge Design Specification Section 5 - Concrete Structures, 2002

AASHTO-LFD96 : American Association of State Highway and Transportation Officials, Standard Specifications for Highway Bridges, Sixteenth Edition, Section 8 : Reinforced Concrete, 1996

ACI 318-02 : Building Code Requirements for Structural Concrete (ACI 318-02) and Commentary (ACI 318R-02)

JTJ023-85 : Jiao Tong bu Jian she bia zhun, Specifications for Design of Concrete Structure, 1985

    : Áß±¹ ¼³°è ¹æ¹ýÀÇ Àû¿ë ¿©ºÎ ÆÇ´Ü

CSA-S6-00 : Canadian Standard Association, Canadian Highway Bridge Design Code Section 8 : Concrete Structures, 2000

Eurocode2-2:05 : Eurocode 2 - Design of concrete structures, Part 2 - Concrete bridges - Design and detailing rules

IRC:21-2000 : Indian Roads Congress, Standard Specifications and Code of Practice for Road Bridges Section : Cement Concrete(Plain and Reinforced) (Third Revision)

TWN-BRG-LSD90 : Twian, ÍëÖØÎéÕÙàâͪЮÛô ð¯ø¢íñ : ˼̿ϰàâͪ, ÎßÐü(90)

National Annex

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Recommended : ±âº»°ª

British : ¿µ±¹

Italy : ÀÌÅ»¸®¾Æ


National Annex¿¡ µû¶ó ¼³°è¿¡ »ç¿ëµÇ´Â ÄÜÅ©¸®Æ® °­µµ(fck)¸¦ Á¦ÇÑÇÑ´Ù.(MPa)

National Annex

Min

Max

Recommended

30

70

British

25

70

Italy

25

60

 

Strut Angle for Shear Resistance

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Apply Special Provision for Seismic Design

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Moment Redistribution Factor for Beam

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