MARC

 008050202s2002        ulka                    000a    kor
■020    ▼a89-429-0623-0
■0801  ▼a621.01
■082    ▼a620.112▼b황45ㄷ▼223
■090    ▼a620.112▼b황45ㄷ
■1001  ▼a황봉갑
■24510▼a(대학과정)  재료역학=▼x  Machanics  of  materials/▼d황봉갑  저
■260    ▼a서울:▼b일진사,▼c2002
■300    ▼a302p.:▼b삽도;▼c27cm
■505    ▼a1.  역학의  기초▼a1.1  역학의  기본  개념▼c11▼a1.2  차원과  단위계▼c12▼a1.3  물체의  운동▼c14▼a1.4  힘과  모멘트▼c17▼a1.5  일과  동력▼c24▼a2.  응력과  변형률▼a2.1  하중과  응력▼c29▼a2.2  변형량과  변형률▼c33▼a2.3  응력과  변형률의  관계▼c3600▼a2.4  HOOKE의  법칙과  탄성계수▼c4011▼a2.5  POISSON의  비와  탄성계수  사이의  관계▼c4322▼a2.6  허용응력과  안전률▼c4633▼a2.7  응력집중▼c4944▼a3.  축  하중을  받는재료55▼a3.1  서론▼c6566▼a3.2  조합된  봉의  응력과  변형▼c6577▼a3.3  균일  단면  봉의  자중에  의한  응력과  변형량▼c6888▼a3.4  열  응력▼c7099▼a3.5  탄성  변형률  에너지▼c7300▼a3.6  충격  응력▼c7611▼a3.7  압력을  받는  원통▼c7722▼a4.  조합응력33▼a4.1  서론▼c9144▼a4.2  경사  단면에  발생하는  응력▼c9155▼a4.4  2축  응력과  전단응력의  합성▼c9866▼a4.5  MOHR  원▼c10077▼a5.  평면  도형의  성질88▼a5.1  서론▼c11199▼a5.2  단면  1차  모멘트와  도심▼c11200▼a5.3  단면  2차  모멘트▼c11511▼a5.4  극관성  모멘트▼c12222▼a5.5  관성  상승  모멘트▼c12433▼a5.6  임의의  축에  대한  관성  모멘트▼c12644▼a6.  비틀림55▼a6.1  축의  비틀림▼c14066▼a6.2  비틀림에  의한  탄성  변형률  에너지▼c14877▼a6.3  원통코일  스프링의  계산▼c14988▼a7.  보의  전단과  굽힘99▼a7.1  서론▼c15800▼a7.2  지점의  종류▼c15911▼a7.3  보의  종류▼c16022▼a7.4  보의  지점  반력과  지지  모멘트▼c16133▼a7.5  보의  전단력과  굽힘  모멘트▼c16844▼a8.  보의  응력55▼a8.1  서론▼c20566▼a8.2  보  속의  굽힘  응력▼c20577▼a8.3  보  속의  전단  응력▼c21088▼a8.4  굽힘과  비틀림에  의한  조합  응력▼c21499▼a9.  보의  처짐00▼a9.1  서론▼c23511▼a9.2  처짐곡선의  미분  방정식▼c23622▼a9.3  모멘트  면적법▼c24733▼a9.4  중첩법▼c25044▼a10.  기둥55▼a10.1  서론▼c26266▼a10.2  편심  하중을  받는  단주▼c26377▼a10.3장주의  좌굴과  강도▼c26688▼a부록99▼a1.  그리스  문자▼c28100▼a2.  평면의  면적과  도심의  위치▼c28111▼a3.  각종  단면형의  성질▼c28322▼a4.  보의  공식모음▼c28933▼a5.  유용한  수학  공식▼c29544
■9500  ▼b￦15000

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