¿Ü±¹µµ¼
ÄÄÇ»ÅÍ
ÀÎÅͳÝ/À¥ °³¹ß
Á¤°¡ |
49,000¿ø |
---|
49,000¿ø
1,470P (3%Àû¸³)
ÇÒÀÎÇýÅÃ | |
---|---|
Àû¸³ÇýÅà |
|
|
|
Ãß°¡ÇýÅÃ |
|
À̺¥Æ®/±âȹÀü
¿¬°üµµ¼(1)
»óÇ°±Ç
ÀÌ»óÇ°ÀÇ ºÐ·ù
¸ñÂ÷
About the Authors
Preface
Preface to the SI Edition
MindTap Online Course
Symbols
Greek Alphabet
1. Tension, Compression, and Shear
2. Axially Loaded Members
3. Torsion
4. Shear Forces and Bending Moments
5. Stresses in Beams (Basic Topics)
6. Stresses in Beams (Advanced Topics)
7. Analysis of Stress and Strain
8. Applications of Plane Stress (Pressure Vessels, Beams, and Combined Loadings)
9. Deflections of Beams
10. Statically Indeterminate Beams
11. Columns
References and Historical Notes
APPENDIX A: Systems of Units
APPENDIX B: Problem Solving
APPENDIX C: Mathematical Formulas
APPENDIX D: Review of Centroids and Movements of Inertia
APPENDIX E: Properties of Plane Areas
APPENDIX F: Properties of Structural-Steel Shapes
APPENDIX G: Properties of Structural Timber
APPENDIX H: Deflections and Slopes of Beams
APPENDIX I: Properties of Materials
Answers to Problems
Index
Ã¥¼Ò°³
Develop a thorough understanding of the mechanics of materials - an essential area in mechanical, civil, and structural engineering -- with the analytical approach and problem-solving emphasis in the market-leading MECHANICS OF MATERIALS, 9E. This book focuses on the analysis and design of structural members subjected to tension, compression, torsion, bending, and more. Photographs and detailed diagrams demonstrate reactive and internal forces and resulting deformations.
ÀúÀÚ¼Ò°³
»ý³â¿ùÀÏ | - |
---|
ÇØ´çÀÛ°¡¿¡ ´ëÇÑ ¼Ò°³°¡ ¾ø½À´Ï´Ù.
ÀúÀÚÀÇ ´Ù¸¥Ã¥
Àüüº¸±â»ý³â¿ùÀÏ | - |
---|
ÇØ´çÀÛ°¡¿¡ ´ëÇÑ ¼Ò°³°¡ ¾ø½À´Ï´Ù.
ÀúÀÚÀÇ ´Ù¸¥Ã¥
Àüüº¸±â»ý³â¿ùÀÏ | - |
---|
ÇØ´çÀÛ°¡¿¡ ´ëÇÑ ¼Ò°³°¡ ¾ø½À´Ï´Ù.
ÁÖ°£·©Å·
´õº¸±â»óÇ°Á¤º¸Á¦°ø°í½Ã
À̺¥Æ® ±âȹÀü
ÄÄÇ»ÅÍ ºÐ¾ß¿¡¼ ¸¹Àº ȸ¿øÀÌ ±¸¸ÅÇÑ Ã¥
ÆǸÅÀÚÁ¤º¸
»óÈ£ |
(ÁÖ)±³º¸¹®°í |
---|---|
´ëÇ¥ÀÚ¸í |
¾Èº´Çö |
»ç¾÷ÀÚµî·Ï¹øÈ£ |
102-81-11670 |
¿¬¶ôó |
1544-1900 |
ÀüÀÚ¿ìÆíÁÖ¼Ò |
callcenter@kyobobook.co.kr |
Åë½ÅÆǸž÷½Å°í¹øÈ£ |
01-0653 |
¿µ¾÷¼ÒÀçÁö |
¼¿ïƯº°½Ã Á¾·Î±¸ Á¾·Î 1(Á¾·Î1°¡,±³º¸ºôµù) |
±³È¯/ȯºÒ
¹ÝÇ°/±³È¯ ¹æ¹ý |
¡®¸¶ÀÌÆäÀÌÁö > Ãë¼Ò/¹ÝÇ°/±³È¯/ȯºÒ¡¯ ¿¡¼ ½Åû ¶Ç´Â 1:1 ¹®ÀÇ °Ô½ÃÆÇ ¹× °í°´¼¾ÅÍ(1577-2555)¿¡¼ ½Åû °¡´É |
---|---|
¹ÝÇ°/±³È¯°¡´É ±â°£ |
º¯½É ¹ÝÇ°ÀÇ °æ¿ì Ãâ°í¿Ï·á ÈÄ 6ÀÏ(¿µ¾÷ÀÏ ±âÁØ) À̳»±îÁö¸¸ °¡´É |
¹ÝÇ°/±³È¯ ºñ¿ë |
º¯½É ȤÀº ±¸¸ÅÂø¿À·Î ÀÎÇÑ ¹ÝÇ°/±³È¯Àº ¹Ý¼Û·á °í°´ ºÎ´ã |
¹ÝÇ°/±³È¯ ºÒ°¡ »çÀ¯ |
·¼ÒºñÀÚÀÇ Ã¥ÀÓ ÀÖ´Â »çÀ¯·Î »óÇ° µîÀÌ ¼Õ½Ç ¶Ç´Â ÈÑ¼ÕµÈ °æ¿ì ·¼ÒºñÀÚÀÇ »ç¿ë, Æ÷Àå °³ºÀ¿¡ ÀÇÇØ »óÇ° µîÀÇ °¡Ä¡°¡ ÇöÀúÈ÷ °¨¼ÒÇÑ °æ¿ì ·º¹Á¦°¡ °¡´ÉÇÑ »óÇ° µîÀÇ Æ÷ÀåÀ» ÈѼÕÇÑ °æ¿ì ·½Ã°£ÀÇ °æ°ú¿¡ ÀÇÇØ ÀçÆǸŰ¡ °ï¶õÇÑ Á¤µµ·Î °¡Ä¡°¡ ÇöÀúÈ÷ °¨¼ÒÇÑ °æ¿ì ·ÀüÀÚ»ó°Å·¡ µî¿¡¼ÀÇ ¼ÒºñÀÚº¸È£¿¡ °üÇÑ ¹ý·üÀÌ Á¤ÇÏ´Â ¼ÒºñÀÚ Ã»¾àöȸ Á¦ÇÑ ³»¿ë¿¡ ÇØ´çµÇ´Â °æ¿ì |
»óÇ° Ç°Àý |
°ø±Þ»ç(ÃâÆÇ»ç) Àç°í »çÁ¤¿¡ ÀÇÇØ Ç°Àý/Áö¿¬µÉ ¼ö ÀÖÀ½ |
¼ÒºñÀÚ ÇÇÇغ¸»ó |
·»óÇ°ÀÇ ºÒ·®¿¡ ÀÇÇÑ ±³È¯, A/S, ȯºÒ, Ç°Áúº¸Áõ ¹× ÇÇÇغ¸»ó µî¿¡ °üÇÑ »çÇ×Àº¼ÒºñÀÚºÐÀïÇØ°á ±âÁØ (°øÁ¤°Å·¡À§¿øȸ °í½Ã)¿¡ ÁØÇÏ¿© ó¸®µÊ ·´ë±Ý ȯºÒ ¹× ȯºÒÁö¿¬¿¡ µû¸¥ ¹è»ó±Ý Áö±Þ Á¶°Ç, ÀýÂ÷ µîÀº ÀüÀÚ»ó°Å·¡ µî¿¡¼ÀǼҺñÀÚ º¸È£¿¡ °üÇÑ ¹ý·ü¿¡ µû¶ó ó¸®ÇÔ |
(ÁÖ)ÀÎÅÍÆÄÅ©Ä¿¸Ó½º´Â ȸ¿ø´ÔµéÀÇ ¾ÈÀü°Å·¡¸¦ À§ÇØ ±¸¸Å±Ý¾×, °áÁ¦¼ö´Ü¿¡ »ó°ü¾øÀÌ (ÁÖ)ÀÎÅÍÆÄÅ©Ä¿¸Ó½º¸¦ ÅëÇÑ ¸ðµç °Å·¡¿¡ ´ëÇÏ¿©
(ÁÖ)KGÀ̴Ͻýº°¡ Á¦°øÇÏ´Â ±¸¸Å¾ÈÀü¼ºñ½º¸¦ Àû¿ëÇÏ°í ÀÖ½À´Ï´Ù.
¹è¼Û¾È³»
±³º¸¹®°í »óÇ°Àº Åùè·Î ¹è¼ÛµÇ¸ç, Ãâ°í¿Ï·á 1~2Àϳ» »óÇ°À» ¹Þ¾Æ º¸½Ç ¼ö ÀÖ½À´Ï´Ù.
Ãâ°í°¡´É ½Ã°£ÀÌ ¼·Î ´Ù¸¥ »óÇ°À» ÇÔ²² ÁÖ¹®ÇÒ °æ¿ì Ãâ°í°¡´É ½Ã°£ÀÌ °¡Àå ±ä »óÇ°À» ±âÁØÀ¸·Î ¹è¼ÛµË´Ï´Ù.
±ººÎ´ë, ±³µµ¼Ò µî ƯÁ¤±â°üÀº ¿ìü±¹ Åù踸 ¹è¼Û°¡´ÉÇÕ´Ï´Ù.
¹è¼Ûºñ´Â ¾÷ü ¹è¼Ûºñ Á¤Ã¥¿¡ µû¸¨´Ï´Ù.