À¯´Ï½ºÅ͵ð ¼ÒÅëä³Î
ÆäÀ̽ººÏ
À¯Æ©ºê
ÀνºÅ¸±×·¥
ºí·Î±×
Ä«Ä«¿ÀÅåä³Î
BESTNEW
3´ë¿ªÇÐ Çѹ濡 ³¡³»±â - °íü¿ªÇÐ ÀÌ °­ÀÇ Çϳª¸¸ µé¾îµµ ÃæºÐÇÏ´Ù
±³¼ö´Ô±ÇÁØÇ¥ °ú¸ñ°íü¿ªÇÐ ÇнÀ´Ü°è±âº»ÀÌ·Ð
°­ÀǼö30°­ ¼ö°­±â°£120ÀÏ »óÅ¿ϰ­
±³Àç »ùÇÿµ»ó °íÈ­Áú
ÃÑ ÁÖ¹®±Ý¾×
°­ÁÂ 0¿ø
±³Àç 0¿ø
ÇÒÀÎ 0¿ø
ÇÕ°è 0¿ø

°­Á¼Ұ³

HOT KEY ÀÌ °­ÀÇ Çϳª¸¸ µé¾îµµ ÃæºÐÇÏ´Ù
°­Á¹üÀ§ ±â°è°øÇаú ¹× °Ç¼³.Á¶¼±.È­°ø µî ¿ªÇÐÀ» ¹è¿ì´Â ´ëÇлý
°­ÁÂƯ¡ ¡Ø [°íü¿ªÇÐ(Àç·á¿ªÇÐ) ÆÛÆåÆ® ¿Ï¼º] ÃֽŠ°­Àǵµ ¸¶·ÃµÇ¾î ÀÖÀ¸´Ï ºñ±³Çغ¸½Å ÈÄ ¼ö°­½Åû ¹Ù¶ø´Ï´Ù.
- [°íü¿ªÇÐ(Àç·á¿ªÇÐ) ÆÛÆåÆ® ¿Ï¼º] ¹Ù·Î°¡±â ¢º

±â°è°øÇаú 4´ë ¿ªÇÐ Áß °íü¿ªÇÐ, ÀÌ °­ÀÇ Çϳª¸¸ µé¾îµµ ÃæºÐ!


¢Ã ¿Ïº®ÇÑ °³³ä¿Ï¼º

- Áß¿äÇÑ ÇÙ½É ÁÖÁ¦¸¸ ¼±º°ÇÏ¿© ÁßÁ¡ÀûÀ¸·Î º¸°­ÇÏ°í ¹Ýº¹ÀûÀÎ º¹½ÀÀ» ÅëÇØ ÀÌ·ÐÀ» È¿À²ÀûÀ¸·Î È®¸³ÇÑ´Ù


¢Ã ºóÆ´ ¾ø´Â ¼³¸í°ú Çؼ³

- ´Ü¼øÇÑ °ø½Ä ¾Ï±â°¡ ¾Æ´Ñ, °ø¾÷ ¼öÇаú º¤ÅÍÇÐ, ¹°¸®Çп¡ ±Ù°ÅÇÏ¿© Àü´ÞµÇ´Â öÀúÇÑ °­ÀÇ ¹æ½Ä


¢Ã ¹®Á¦ Àû¿ë¿¬½À

- ¹®Á¦Ç®À̸¦ ÅëÇØ ÀÌ·ÐÀ» Àû¿ëÇÏ´Â °úÁ¤À» ½Àµæ ÇÏ°í, ¶ÇÇÑ ¹Ýº¹ÀûÀÎ ¿¬½ÀÀ¸·Î ¹®Á¦ Á¢±Ù ¹æ½Ä¿¡ Àͼ÷ÇØÁø´Ù



¢Ã Çʱâ³ëÆ®¸¦ ÷ºÎÆÄÀÏ·Î ¹«·áÁ¦°ø

- ¿ì¼± Çʱâ³ëÆ®·Î Àü°ø¼­Àû ±¸¸Å ¾øÀÌ ¼ö°­ °¡´ÉÇÕ´Ï´Ù.
- ´õ ±íÀÌ °øºÎÇÏ°í ½ÍÀ¸½Ç °æ¿ì ¾Æ·¡ ±³À縦 ±¸¸ÅÇϽñ⠹ٶø´Ï´Ù.
- ±³Àç¸í : MECHANICS OF MATERIALS / JAMES M. GERE / SEVEN EDITION / THOMSON
- Àμâ ÆǼö´Â »ó°ü ¾ø½À´Ï´Ù.

[±ÇÁØÇ¥ ±³¼ö´ÔÀº?]
- À¯´Ï½ºÅ͵ð °øÇа迭 ´ëÇ¥°­»ç(¿ªÇÐ)
- ¸·½ºÇöûÅ©¿¬±¸¼Ò(Æ÷Ã÷´ã, µ¶ÀÏ) ¹Ú»ç ÈÄ ¿¬±¸¿ø
- University of California,Berkeley PhD
- °í·Á´ëÇб³ ±â°è°øÇаú ¼®»ç Á¹¾÷
- Çö´ëÁß°ø¾÷ Ç÷£Æ® »ç¾÷ºÎ Ãâ½Å
- °í·Á´ëÇб³ ±â°è°øÇкΠÁ¹¾÷


¢Ã ¿ÀÇÂÄ«Åå¹æ °³¼³!
- Á¶±ÝÀ̶ó´õ ´õ ½±°Ô ¿©·¯ºÐ²² ´Ù°¡°¡°íÀÚ, ¿ÀÇÂÄ«Åå¹æÀ» °³¼³ÇÏ¿´½À´Ï´Ù!
- ¿Â¶óÀÎ °­ÀǸ¸ µè´Â ÀϹæÇâÀûÀÎ ¼ö¾÷Àº NO!
- 600¸í ±Ô¸ðÀÇ °«ÁØÇ¥ ´ÜÅå¹æ¿¡¼­ °­ÀÇ ¿ÜÀÇ Áú¹®µµ °¡´ÉÇÕ´Ï´Ù.
- ´ÜÅå¹æ¿¡¼­ ¸ÅÁÖ ´ëÇлýµéÀ» À§ÇÑ ¹«·á ¸àÅ丵À» ÁøÇàÇÏ¸ç ´ëÇлýµéÀÇ °í¹ÎÀ» µé¾îµå¸®°í ÀÖ¾î¿ä.
- °«ÁØÇ¥ ´ÜÅå¹æ : https://open.kakao.com/o/gxretD1b
- °«ÁØÇ¥ À¯Æ©ºê : https://www.youtube.com/@Godjunpyo


[±â°è°øÇаú¸¦ À§ÇÑ °«ÁØÇ¥ Ä¿¸®Å§·³ ¸Ê]
¼ö°­´ë»ó ¢Ã ±â°è°øÇаú¿¡ ÀçÇÐ ÁßÀÎ ´ëÇлý
¢Ã °íü¿ªÇÐÀ» óÀ½ Á¢ÇÏ´Â ºñÀü°øÀÚ ÇлýÀ̳ª, °³³äÀÌ ºÎÁ·ÇÑ Àü°øÀÚ
¢Ã ±â°è°øÇаú ÆíÀÔÀ» ÁغñÇÏ´Â ´ëÇлý
¢Ã ±â°è°øÇаú ´ëÇпø ÀÔÇÐ ½ÃÇèÀ» ÁغñÇÏ´Â ´ëÇлý
¢Ã Ä÷ ½ÃÇèÀ» ÁغñÇÏ´Â ¼®»ç/¹Ú»ç ¿¹Á¤ Çлý
¢Ã ±â°è°øÇаú ¼®»ç ¹× ¹Ú»ç À¯ÇÐÀ» ÁغñÇϰųª °ü½ÉÀÌ ÀÖ´Â ´ëÇлý

±³ÀçÁ¤º¸

ÇØ´ç ±³Àç´Â ½ÃÁß ¼­Á¡¿¡¼­ ±¸¸Å °¡´ÉÇÕ´Ï´Ù. Mechanics of Materials  ÀúÀÚ Gere, James M. ÃâÆÇ»ç Nelson Engineering
¢º The Eighth Edition of MECHANICS OF MATERIALS continues its tradition as one of the leading texts on the market. With its hallmark clarity and accuracy, this text develops student understanding along with analytical and problem-solving skills. The main topics include analysis and design of structural members subjected to tension, compression, torsion, bending, and more.

¼ö°­Èıâ

Á¦¸ñ³»¿ëÀÛ¼ºÀÚ
BEST°íü¿ªÇÐÀ» °øºÎÇÏ´Â ¸ðµç ºÐµé²² Ãßõµå¸³´Ï´Ù! Àú´Â ±â°è°øÇÐ °ü·Ã ½ÃÇèÀ» ÁغñÇÏ´Â ÇкΠÁ¹¾÷»ýÀÔ´Ï´Ù. Çкζ§ Á¹¾÷À» ¾î¶»°Ô ÇßÀ»±î ½ÍÀ» Á¤µµ·Î ¿ªÇÐ °øºÎ¸¦ °ÅÀÇ ÇÏÁö ¾Ê¾Ò°í^^;; Á¹¾÷ÇÏ°í¼­¾ß ¸î³â° ¿ªÇÐ °øºÎ¸¦ Çصµ Ç®¾ú´ø ¹®Á¦¸¸ Ç®°í Á¶±Ý¸¸ »õ·Î¿î ¹®.. Á¶**
BEST±ÇÁØÇ¥ ±³¼ö´Ô ¼ö¾÷À» ÀÌÁ¦¼­¾ß ¾Ë°ÔµÇ¾ú´Ù´Â°Ô ¾Æ½±½À´Ï´Ù 2³âÀü, º¹ÇÐ ÈÄ ¿ªÇÐÀÌ ¾î·Á¿ö À¯Æ©ºê¸¦ ã¾Æ°¡¸ç °øºÎÇÏ´Ù°¡, ¿ì¿¬È÷ ¹ß°ßÇÑ ±ÇÁØÇ¥ ±³¼ö´Ô °­ÀǸ¦ µè°Ô µÇ¾ú½À´Ï´Ù. ¼±¹èµé¿¡°Ô µè´ø ¿ªÇÐÀº °ø½Ä¸¸ ¿Ü¿ì¶ó´Â ¸» »ÓÀ̾ú°í ´Ü¼ø ¾Ï±â¿¡ ÁöÃÄ°¡´ø µµÁß¿¡ ±ÇÁØÇ¥ ±³.. ±è**
BEST¼ö°­·á°¡ ÀüÇô ¾È¾Æ±õ½À´Ï´Ù ´ëÇп¡¼­ ¿ªÇмö¾÷ µè±â Àü¿¡ È¥ÀÚ °øºÎÇϱ⠸·¸·Çؼ­ µè±â·Î °áÁ¤Çߴµ¥ Á¤¸» ÀßÇÑ ¼±ÅÃÀ̶ó°í »ý°¢ÇÕ´Ï´Ù. È¥ÀÚÇßÀ¸¸é ¼ö¹Ú °ÑÇÓ±âÀε¥ °­ÀÇ µéÀ¸¸é ¼ö¹Ú Àß¶ó¼­ ÀÔ¿¡ ³Ö¾îÁֽô ´À³¦ÀÔ´Ï´Ù. ÀÌÇØ¾ÈµÇ¸é ¸ø ³Ñ¾î.. ÀÌ**
BESTÁ¹¾÷ÇϽŠºÐµéµµ Ãßõ Á¹¾÷ÇÑÁö ²Ï µÇ¾î¼­ °íü¿ªÇп¡ ´ëÇÑ ¸®¸¶Àε尡 ÇÊ¿äÇϽŠºÐµé °­ÃßÀÔ´Ï´Ù. ±â°è°ú¸¦ Á¹¾÷Çصµ ¿ªÇÐÀ» Á¦´ë·Î °øºÎÇسõÁö ¾ÊÀ¸¸é ¾ðÁ¦°¡´Â ´Ù½Ã °øºÎÇØ¾ß ÇÑ´Ù´Â °É ±ú´Þ¾Ò³×¿ä. ±è**
BESTº¹Çлý¿¡°Ôµµ À¯¿ëÇß´ø °­ÀÇ ¿À·£ ÈÞÇÐ ÀÌÈÄ, ´ëÇп¡ º¹ÇÐÇÏ°Ô µÉ ¿¹Á¤À̾ú´Âµ¥, Àü°ø °ú¸ñ¿¡ ´ëÇÑ °øºÎ¸¦ À§ÇØ ÀÎÅͳÝÀ» °Ë»öÇÏ´ø µµÁß, ÀÌ °­Á¿¡ ´ëÇØ ¾Ë°Ô µÇ¾î ¼ö°­ÇÏ°Ô µÇ¾ú´Ù. óÀ½¿£ °ú¿¬ ÀÌ °­ÀÇ°¡ Å©°Ô µµ¿òÀÌ µÉÁö Àǹ®µµ µé¾úÁö¸¸,.. ¼Û**

°­ÀǸñÂ÷

No°­ÀÇ¸í°­ÀÇ¿µ»ó°­Àǽð£Ã·ºÎÆÄÀÏ
0°­ O.T °íÈ­Áú 16ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
1°­ Stress & Strain (ÇÏÁß°ú º¯Çü·ü) 33ºÐ
2°­ Stress-Strain Curve & Hooke's Law (ÀÀ·Â-º¯Çü·ü°î¼±, ÈÅÀÇ ¹ýÄ¢) 60ºÐ
3°­ Stress & Strain (ÇÏÁß°ú º¯Çü·ü) - ¿¬½À¹®Á¦ 58ºÐ
4°­ Statically Indeterminate Structures (ºÎÁ¤Á¤ ±¸Á¶) 42ºÐ
5°­ Stresses on Inclined Section, Strain Energy (±â¿ï¾îÁø ¸é¿¡ ´ëÇÑ ÀÀ·Â, ź¼º¿¡³ÊÁö) 47ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
6°­ Shear Force Diagram & Bending Moment Diagram (Àü´Ü·Â ¼±µµ¿Í ¸ð¸àÆ® ¼±µµ) 56ºÐ
7°­ SFD & BMD - Multiple Loads (´ÙÁß ÇÏÁß) °íÈ­Áú 48ºÐ
8°­ SFD & BMD - Distributed Loads (ºÐÆ÷ ÇÏÁß) 43ºÐ
9°­ SFD & BMD - Partially Distributed Loads (ºÎºÐ ´ÙÁß ÇÏÁß) 48ºÐ
10°­ SFD & BMD - Cantilever Beam (¿ÜÆȺ¸) 49ºÐ
11°­ SFD & BMD - Moment (¿ì·Â) 48ºÐ
12°­ Bending Stress by Bending Moment, ¸ð¸àÆ®¿¡ ÀÇÇÑ ÀÀ·Â 54ºÐ
13°­ Bending Stress (±ÁÈû ÀÀ·Â) - ¿¬½À¹®Á¦ 46ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
14°­ Bending Stress (±ÁÈû ÀÀ·Â) - '¤Ç'Beam 49ºÐ
15°­ Bending Stress (±ÁÈû ÀÀ·Â) - '¤§'Beam 41ºÐ
16°­ Shear Stress by Bending (±ÁÈû¿¡ ÀÇÇÑ Àü´Ü ÀÀ·Â) 48ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
17°­ Normal and Shear Stresses by Bending (±ÁÈû¿¡ ÀÇÇÑ º¹ÇÕ ÀÀ·Â) - ¿¬½À¹®Á¦ 49ºÐ
18°­ Deflection & Angle of Beam (º¸ÀÇ Ã³Áü°ú °¢µµ) 44ºÐ
19°­ Deflection & Angle of Beam (º¸ÀÇ Ã³Áü°ú °¢µµ) - ¿¬½À¹®Á¦ °íÈ­Áú 54ºÐ
20°­ Superposition, Castigliano Theorem (Áßø¹ý, Ä«½ºÆ¿¸®¾Æ³ë Á¤¸®) 45ºÐ
21°­ Torsion (ºñƲ¸²) 44ºÐ
22°­ Torsion (ºñƲ¸²) - ¿¬½À¹®Á¦ 42ºÐ
23°­ Torsion (ºñƲ¸²) - ¿¬½À¹®Á¦ 2 41ºÐ
24°­ Plane Stress & Plane Strain (Æò¸é ÀÀ·Â°ú º¯Çü·ü) 45ºÐ ÷ºÎÆÄÀÏ÷ºÎÆÄÀÏ
25°­ Hooke's Law for Triaxial Stresses (3ÃàÀÀ·Â¿¡ ´ëÇÑ ÈÅÀÇ ¹ýÄ¢) 44ºÐ
26°­ Plane Stress Analysis (Æò¸é ÀÀ·Â Çؼ®) 42ºÐ
27°­ Plane Stress Analysis (Æò¸é ÀÀ·Â Çؼ®) - ¿¬½À¹®Á¦ 49ºÐ
28°­ Mohr's Circle (¸ð¾î ¿ø) 48ºÐ
29°­ Mohr's Circle (¸ð¾î ¿ø) - ¿¬½À¹®Á¦ 51ºÐ
30°­ Application of Plane Stress (Plane StressÀÇ Àû¿ë) 47ºÐ