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0° | OT | 16ºÐ | ||
1° | Stress & Strain (ÇÏÁß°ú º¯Çü·ü) | 33ºÐ | °íÈÁú | |
2° | Stress-Strain Curve & Hookes 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 | ||
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) | 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 | ||
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 | ||
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¦ | 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 | ||
25° | Hookes 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° | Mohrs Circle (¸ð¾î ¿ø) | 48ºÐ | ||
29° | Mohrs Circle (¸ð¾î ¿ø) - ¿¬½À¹®Á¦ | 51ºÐ | ||
30° | Application of Plane Stress (Plane StressÀÇ Àû¿ë) ¢ºÁ¾° | 47ºÐ |
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