MARC

 008100510s2009        ulka                    000      kor
■020    ▼a9788962251715
■0801  ▼a69.03
■082    ▼a690.1▼b윤34ㄱ▼223
■090    ▼a690.1▼b윤34ㄱ
■1001  ▼a윤명호  저
■24510▼a강구조건축설계▼d윤명호  저
■260    ▼a서울▼b기문당▼c2009
■300    ▼a313p.▼b삽도▼c26cm
■505    ▼a1장  철골구조  개요▼c9▼a1.  철의  역사▼c9▼a2.  강구조▼c13▼a2장  허용응력도▼c29▼a1.  설계법▼c29▼a2.  재료강도  및  허용응력도▼c32▼a3.  하중▼c34▼a3장  인장재▼c35▼a1.  개요▼c35▼a2.  단면형태▼c3600▼a3.  단면적▼c4011▼a4.  단면  설계▼c4922▼a4장  압축재▼c5333▼a1.  개요▼c5344▼a2.  좌굴▼c5455▼a3.  압축재의  설계▼c6566▼a4.  설계  예▼c7177▼a5장  파스너▼c7988▼a1.  개요▼c7999▼a2.  리벳  및  볼트접합▼c8300▼a3.  고력볼트  접합▼c8911▼a6장  용접▼c10522▼a1.  개요▼c10533▼a2.  용접의  종류▼c10744▼a3.  용접이음▼c11055▼a4.  용접기호▼c11566▼a5.  용접  검사▼c12777▼a6.  용접  설계▼c13288▼a7.  설계  예▼c13699▼a8.  접합의  혼합사용▼c14000▼a7장  보▼c14311▼a1.  개요▼c14322▼a2.  휨재의  설계이론▼c14833▼a3.  보의  설계▼c15944▼a4.  설계  예▼c16355▼a8장  기둥▼c17166▼a1.  개요▼c17177▼a2.  기둥의  설계이론▼c17888▼a3.  기둥의  설계▼c18199▼a4.  설계  예▼c18500▼a9장  접합부▼c19111▼a1.  개요▼c19122▼a2.  파스너군(群)의  응력▼c19433▼a3.  보의  이음▼c20444▼a4.  기둥의  이음▼c21555▼a5.  기둥과  보의  접합▼c22766▼a6.  큰보와  작은보의  접합▼c24077▼a7.  주각▼c24388▼a10장  바닥구조▼c25399▼a1.  개요▼c25300▼a2.  데크플레이트의  종류▼c25411▼a3.  합성데크  바닥구조의  특징▼c25722▼a4.  현장시공  순서▼c25833▼a5.  합성데크  바닥구조  해석▼c25944▼a6.  설계  예▼c26955▼a부록▼c27566
■9500  ▼c18,000

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