·Î±×ÀÎ ¸¶ÀÌÆäÀÌÁö ÀÌ¿ë¾È³» °í°´¼¾ÅÍ ¼­ºñ½º¾È³» Áñ°Üã±â
IT¿¬°è
JAVA ½ÅÀÔ»ç¿ø PHP ASP ³×Æ®¿öÅ© °æ·Â»ç¿ø DBA
ä¿ëÁ¤º¸ ÇìµåÇåÆà ÀÎÀçÁ¤º¸ ¾Æ¸£¹ÙÀÌÆ® Áöµµ°Ë»ö Ä¿¹Â´ÏƼ °í°´¼¾ÅÍ ±â¾÷ȸ¿ø °³ÀÎȸ¿ø
ȸ¿ø°¡ÀÔ¾ÆÀ̵ð/ºñ¹Ð¹øȣã±â
Ä¿¹Â´ÏƼ
°Ô½ÃÆÇ
ÀÚÀ¯°Ô½ÃÆÇ
IT ±³À°/±¹ºñÁö¿ø/¼¼¹Ì³ª
¹«·á ¹è³Ê½Åû °Ô½ÃÆÇ
IT ´º½º(NEWS)
ȸ¿ø¿ë ÀÚ·á½Ç
°¶·¯¸®
ȸ¿ø¿ë °¶·¯¸®
ºñȸ¿ø¿ë °¶·¯¸®
À¥Áø°Ô½ÃÆÇ
ȸ¿ø¿ë °Ô½ÃÆÇ
ºñȸ¿ø¿ë °Ô½ÃÆÇ
 
ºñȸ¿ø¿ë °Ô½ÃÆÇ
Á¦¸ñ : ÃֽŠ´ëÇй°¸®ÇÐ (Ramond A. Serway ºÏ½ºÈú),¿­¿ªÇÐ ¼Ö·ç¼Ç2,Principles of Engineering Thermodynamics.Seventh Edition.Wiley(Moran, Shapiro, Boettner, Bailey) 8´Ü¿ø~11´Ü¿ø, https://soho112-soho114.blogspot.com/2018/10/sol-114-01-02-03-04-05-06-07-08-09-10.html https://bl
ÀÛ¼ºÀÚ: ±è±â·Î Á¶È¸: 1696 µî·ÏÀÏ: 2019-03-28
Æ®À§ÅÍ Æ®À§ÅÍ ÆäÀ̽ººÏ ÆäÀ̽ººÏ
´ñ±Û : 0 °Ç
ÀÌÀü±Û James Gere Àç·á¿ªÇÐ 6ÆÇ ¼Ö·ç¼Ç--¿µ¹®ÆÇ Á¦ÀÓ½º ±â¾î Àç·á¿ªÇÐ 6ÆÇ 1ÀåºÎÅÍ 12Àå--1 Tension, Compression, and Shear Normal Stress and Strain Problem 1.2-1 A solid circular post ABC (see figure) supports a load P1 2500 lb acting at the top. A second load P2 is u¡¦¸Æ±×·ÎÈú ȸ·ÎÀÌ·Ð 7ÆÇ ¼Ö·ç¼Ç
´ÙÀ½±Û ºÎµ¿»ê ÅõÀÚ,ºÎµ¿»ê ºÐ¾ç---ÆòÅø¾½º½ºÄù¾î--´ëÄ¡µ¿ ¸í¹® Çпø Ÿ¿î À¯Ä¡¸¦ À§ÇÑ °­³² ´ëÄ¡ Çпø°¡ ±³À°Æ¯È­ °è¾à ü°á,´ëÄ¡µ¿ ¸í¹®Çпø ¹× ½ºÅ¸°­»ç °è¾à¿Ï·á. https://blog.naver.com/ch1215kr/221478688948 https://aaa0708.blogspot.com/2019/03/20-srt-1-45-3km-34-d-4.html ¿µÁ¾µµ ÃÖÃÊ ´ë´ÜÁö Ÿ¿îÇϿ콺,ºÎµ¿»ê ºÐ¾ç/ºÎµ¿»ê ÅõÀÚ ---Çã°¡ ÈÄ ¼¼´ëº°·Î ÁýÀ»
¹øÈ£
Á¦¸ñ ÀÛ¼ºÀÚ Á¶È¸ µî·ÏÀÏ
13
Â÷À̳ª ·¹½ºÅä¶û
¡Ù ¼ÛÀ̹ö¼¸¡Ù 3468 2013-01-28
12
ÇÒ¸Ó´Ï°¡ ¼Õ¼ö ¸¸µé¾îÁֽô µ·... [1]
³¯À¸´Â µ·±î½º 2819 2013-01-28
11
À½..ºÎ»ê¿¡ ÀÖ´Â ¾î´À Áß±¹Áý.....
¸»°É±â 3656 2013-01-28
10
¾Æħ½Ä»ç ¸ÀÀִ°÷ [2]
À½½Ä¿©Çà 2088 2013-01-28
9
ĬÅ×ÀÏ ¸ÀÀÖ´Â ¹Ù
±æµû¶ó¸Àµû¶ó 1966 2013-01-28
8
ȯ»óÀÇ ½º½Ã
·©Å©¾÷ 1834 2013-01-28
7
¸Á°íÃÖ°í¾ß!!
ÂîÀ× 1714 2013-01-28
6
»èÁ¦µÈ °Ô½Ã¹° ÀÔ´Ï´Ù.
¸ø³­ÀÌ 2 2013-01-28
5
¸ÀÀÖ´Â ¿À¹Ç¶óÀ̽º [1]
³­³Ê¹«¿¹»µ¿ä 2021 2013-01-28
4
¸ÀÀÖ´Â µõ¼¶ [3]
ÂîÀ× 2276 2013-01-28
3
ÃßÀü±â³»½Ä
ÂîÀ× 1807 2013-01-28
2
°í±â°¡ Áö±ÛÁö±Û~ ¾ÆÈÄ~ [2]
°í±â°í±â 2129 2013-01-28
1
Ãßõ¸ÀÁý? °­Ãß°­Ãß!!
°­Ãß 2400 2013-01-28
11 | 12
ȸ»ç¼Ò°³|°³ÀÎÁ¤º¸Ãë±Þ¹æħ|ȸ¿ø¾à°ü|°í°´Áö¿ø¼¾ÅÍ|Á¦ÈÞ ¹× ±¤°í¹®ÀÇ|´ÙÀÌ·ºÆ®°áÁ¦