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Á¦1Àå ÈûÀÇ ÆòÇü
1. SI ´ÜÀ§, ±×¸®½º ¹®ÀÚ
2. ÈûÀÇ ÇÕ¼º
3. ÀÛ¿ëÁ¡ÀÌ °°Àº ¿©·¯ ÈûÀÇ Çշ°ú ¼öÆò¸é°úÀÇ ¹æÇâ ±¸Çϱâ
4. ÈûÀÇ È¸Àü
5. ÈûÀÇ ÆòÇü(øÁû¬, Equilibrium)
6. ºÎÁ¤Á¤Â÷¼ö(, Degree of Static Indeterminancy)
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Á¦2Àå ÁöÁ¡¹Ý·Â(Reaction)
1. ÁÖ¿ä ÇÏÁß(Load)ÀÇ Á¾·ù ¹× Ç¥±â¹æ¹ý
2. ÁßøÀÇ ¿ø¸®(Principal of Superposition)
3. ÁöÁ¡¹Ý·Â(Reaction) °è»ê ½Ã ºÎÈ£ÀÇ ¾à¼Ó
4. ´Ü¼øº¸(Simple Beam)ÀÇ ¹Ý·Â °è»ê
5. ĵƿ·¹¹öº¸, ³»¹Îº¸ÀÇ ¹Ý·Â °è»ê
6. °Ö¹ö(Gerber)º¸ÀÇ ¹Ý·Â °è»ê
7. 3-Hinge ¶ó¸à, ¾ÆÄ¡ÀÇ ¹Ý·Â °è»ê
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Á¦3Àå Àü´Ü·Â, ÈÚ¸ð¸àÆ®
1. ºÎÀç·Â(=´Ü¸é·Â, ³»·Â): ºÎÈ£ ±Ô¾à
2. Ãà¹æÇâ·Â(Axial Force)
3. Àü´Ü·Â(Shear Force, )
4. ÈÚ¸ð¸àÆ®(Bending Moment, )
5. ÇÏÁß-Àü´Ü·Â-ÈÚ¸ð¸àÆ® °ü°è
6. ÁÖ¿ä ÇÏÁß¿¡ µû¸¥ Àü´Ü·Âµµ(SFD)¿Í ÈÚ¸ð¸àÆ®µµ(BMD)
7. ´ëÇ¥ÀûÀÎ ¶ó¸à(Rahmen)¿¡ ´ëÇÑ ºÎÀç·Âµµ
8. ´ëÇ¥ÀûÀÎ ¾ÆÄ¡(Arch)¿¡ ´ëÇÑ ºÎÀç·Âµµ
9. Àý´ëÃÖ´ëÈÚ¸ð¸àÆ®()
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Á¦4Àå Æ®·¯½º(Truss) ±¸Á¶Çؼ®
1. ±âº»ÀûÀÎ Æ®·¯½ºÀÇ Á¾·ù
2. Æ®·¯½º(Truss) Çؼ®ÀÇ ºÎÈ£±Ô¾à ¹× ±âº»°¡Á¤
3. ÀýÁ¡¹ý(Method of Joint, °ÝÁ¡¹ý)
4. Àý´Ü¹ý(Method of Sections)
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Á¦5Àå ´Ü¸éÀÇ Æ¯¼º
1. ºÎÀç·Â°ú ´Ü¸éÀÇ Æ¯¼º
2. ´Ü¸é1Â÷¸ð¸àÆ®(, Geometrical Moment of Area)
3. ´Ü¸é2Â÷¸ð¸àÆ®(, Moment of Inertia)
4. ´Ü¸é2Â÷±Ø¸ð¸àÆ®()
5. ´Ü¸é2Â÷»ó½Â¸ð¸àÆ®()
6. ´Ü¸é°è¼ö, ´Ü¸é2Â÷¹Ý°æ
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Á¦6Àå ÀÀ·Â(Stress), º¯Çü·ü(Strain)
1. ÀÀ·Â(Stress, ÀÀ·Âµµ)
2. º¯Çü·ü(Strain, º¯Çüµµ)
3. ÈÄÅ©ÀÇ ¹ýÄ¢(R.Hooke's Law)
4. °æ»ç¸é ÀÀ·Â(Inclined Section Stress)
5. ÇÕ¼ºÀÀ·Â(Composite Stress)
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Á¦7Àå º¸ÀÇ ÈÚº¯Çü
1. ÈÚº¯Çü: óÁü°¢(Deflection Angle, Slope), óÁü(Deflection)
2. óÁü°î¼± ¹ÌºÐ¹æÁ¤½Ä¹ý
3. °ø¾×º¸¹ý(Conjugate Beam Method)
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Á¦8Àå ¿¡³ÊÁö À̷аú °¡»óÀϹý
1. ź¼ºº¯Çü¿¡³ÊÁö(Elastic Strain Energy)
2. Ä«½ºÆ¿¸®¾Æ³ëÀÇ Á¤¸®(Catigliano's Theorem)
3. °¡»óÀϹý(Virtual Work Method)
4. »ó¹ÝÀÛ¿ë(ßÓÚãíÂéÄ)ÀÇ ¿ø¸®(Reciprocal Theorem)
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Á¦9Àå ±âµÕ(Column)
1. ´ÜÁÖ(Stub Column)
2. ÀåÁÖ(Slender Column)
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Á¦10Àå ºÎÁ¤Á¤ ±¸Á¶: º¯ÇüÀÏÄ¡¹ý
1. ºÎÁ¤Á¤ ±¸Á¶(Statically Indeterminate Structures)
2. º¯ÇüÀÏÄ¡¹ý(Method of Consistent Deformation)
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Á¦11Àå ºÎÁ¤Á¤±¸Á¶: 3¿¬¸ð¸àÆ®¹ý
1. 3¿¬ ¸ð¸àÆ®¹ý(Clapeyron's Theorem of Three Moment)
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Á¦12Àå ºÎÁ¤Á¤±¸Á¶: óÁü°¢¹ý, ¸ð¸àÆ®ºÐ¹è¹ý
1. óÁü°¢¹ý(Slope-Deflection Method)
2. ¸ð¸àÆ®ºÐ¹è¹ý(Moment Distributed Method)
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