01819nam a2200433 c 4500001001300000005001500013007000300028008004100031020003400072049002800106052001700134056001300151082001700164245020300181260005400384300003800438490004800476504002900524650004200553650004900595700004900644700005600693700005600749700005600805700005600861700002200917710003200939830007400971880007401045880005701119880002501176880002601201880002901227880002701256880002701283880002801310880003601338950001101374KMO20154273920171227091706ta150729s2014    ulkad         000   kor    a9788962256765g93530:c\160000 lEM6197839lEM6197840c201a532.7b15-11  a532.72601a624.1834223006880-01a국내외 주요 기준의 휨-압축 부재 설계 및 예제 /d집필책임자: 이재훈 ;e집필위원: 김재요,e엄태성,e이도형,e조재열,e황도규 ;e휨-압축위원회  6880-02a서울 :b한국콘크리트학회,c2014  a198 p. :b삽화, 도표 ;c26 cm10a콘크리트 실무지침 ;vKCI PM102.1-14  a참고문헌: p. 196-198 8a콘크리트[concrete]0KSH1998007298 8a콘크리트 구조[--構造]0KSH19980207551 6880-03a이재훈,d1960-0KAC2013138074aut1 6880-04a김재요,g金載堯,d1975-0KAC2015157801 6880-05a엄태성,g嚴泰成,d1978-0KAC2015157811 6880-06a이도형,g李度衡,d1968-0KAC2018317821 6880-07a조재열,g趙在悅,d1970-0KAC2015157821 6880-08a황도규  6880-09a휨-압축위원회 0a콘크리트 실무지침(한국콘크리트학회) ;vKCI PM102.1-14006245-01/(BaGungnaeoe juyo gijun ui hwim-apchuk bujae seolgye mit yeje  6260-02/(BaSeoul :bHanguk Konkeuriteu Hakhoe,c20141 6700-03/(BaI, Jaehun1 6700-04/(BaGim, Jaeyo1 6700-05/(BaEom, Taeseong1 6700-06/(BaI, Dohyeong1 6700-07/(BaJo, Jaeyeol1 6700-08/(BaHwang, Dogyu  6710-09/(BaHwim-Apchuk Wiwonhoe0 b\16000